SC-32-18 Small Coal Operator Set Aside Thomas Scott AML Reclamation Project
SC-32-18 Small Coal Operator Set Aside Thomas Scott AML Reclamation Project
Estimate: $182,410.00
Estimated Length of Project:
(Substantial Completion) + 120 Calendar Days (Final Completion)
The Thomas Scott property is located in extreme northern Knott County, southwest of Garrett at 37° 28’ 02.1” N and 82° 51’ 46.4” W. The site can be reached by taking US 23 South from Prestonsburg and exiting onto KY 80 West toward KY 302/Martin/Hazard, and continuing for approx. 15 miles to a left turn onto Plum Branch Road. The Scott residence is approximately ¼ mile on the right (215 Plum Branch Road). A waste area is planned approximately 0.3 miles northeast of the site just past Garrett along Hwy. 80. It is assumed that only a small part of the available waste area will be used.
A draining adit pours into an existing drainage ditch and pipe. Erosion is occurring around the pipe, and the yard remains saturated throughout the year.
Site preparation includes clearing and grubbing of vegetation. Access is over an existing drive. A quantity of roadway stone is included for additional access as necessary Straw bales and silt fence are included to minimize erosion from the site. No trees larger than three inches in diameter, whether dead or alive, will be removed except during the designated time allowed unless they are on an unstable slope.
Reclamation plans consist of closing the portal with wildlife access and collecting drainage into a drop box and pipe (with headwall at outlet) which will take the water to an existing drain. This pipe will likely be at shallow depth, and under a garden, so filter fabric is included as deemed necessary by the engineer to be placed atop the pipe so as to minimize the risk of damage to lawn and gardening equipment.
A length of free-standing concrete block wall with class II stone behind is planned behind the residence and garage to shore up the unstable slope. Safety fence is included above the wall, and subdrain is included to direct water to the drop box which drains the adit and also into a length of RHDPE pipe with headwall, which will take water under the drive and into existing drainage. The drainage will be stabilized and improved as necessary by placement of class II/III and ECB, and will enter an existing culvert which drains under the road. The point at which flow breaks direction in the subdrain will be determined in the field by the engineer. Existing grate under the drive is also planned to be replaced.
All areas disturbed by construction activities are to be revegetated in accordance with regional, regulatory, and project standards, using agricultural limestone, fertilizer, seed and mulch. A standard seed mix is to be used.
London–Laurel County Industrial Development Authority – Fariston Industrial Park Waterline & Sanitary Sewer Extensions
London–Laurel County Industrial Development Authority – Fariston Industrial Park Waterline & Sanitary Sewer Extensions
PROJECT DESCRIPTION:
The project will include the installation of one (1) 160-GPM sanitary sewer duplex pump station and valve vault, 2,151 LF of 8-inch PVC gravity
sewer, 38 LF of 4-inch PVC force main, 8 manholes, 2,343 LF of 8-inch and 12-inch PVC waterline, and related appurtenances.
London–Laurel County Industrial Development Authority – Fariston Industrial Park Jim Hammons Drive
London–Laurel County Industrial Development Authority – Fariston Industrial Park Jim Hammons Drive
PROJECT DESCRIPTION:
The project will include the construction of a roadway from the newly constructed Triplett Drive to Byble Road. The road will be similar in design to Triplett Drive and will be approximately 1265 feet in length along the north side of the LLCIDA property.
Oldham County Environmental Authority – EMS Pump Station Upgrades
Oldham County Environmental Authority – EMS Pump Station Upgrades
PROJECT DESCRIPTION:
The project generally consists of:
Construction of upgrades to the existing EMS Pump Station, including installation of two (2) 15
HP chopper pumps and associated controls, replacement of all existing PVC station piping and
valves with new ductile iron piping and valves, installation of a new emergency pump around
connection, replacement of the control panel, installation of a new emergency back-up generator,
and all other items shown on the plans and mentioned in the specifications for a complete project,
ready for continuous operations.
CALL 302 CONTRACT ID 171236 JEFFERSON COUNTY FD39 056 031 000-001 : US 31E & BROAD RUN PARKWAY INTERSECTION (MP 0.700) MIDPOINT (MP 0.900), A DISTANCE OF 0.20 MILES. GRADE & DRAIN. SYP NO. 05-00545.00.
CALL 103 CONTRACT ID 171028 JEFFERSON COUNTY STP BRZ 0503 (248) : FAIRMOUNT ROAD (CR-1004N) / CEDAR CREEK BRIDGE DEMOLITION ON FAIRMOUNT ROAD (CR-1004N) OVER CEDAR CREEK 0.2 MILE WEST OF FARMERS WAY., A DISTANCE OF 0.10 MILES. BRIDGE DEMOLITION
CALL 102 CONTRACT ID 171237 DAVIESS COUNTY STP BRZ 0203 (347) : REID ROAD (KY1456) (MP 6.231) REPLACE EXISTING BRIDGE LOCATED ON KY 1456 (REID RD) JUST SE OF US 60 (MP 6.237), A DISTANCE OF 0.05 MILES. BRIDGE REPLACEMENT SYP NO. 02-01097.00.
CALL 101 CONTRACT ID 171238 BREATHITT COUNTY STP 6000 (095) : LEATHERWOOD – CANEY CREEK ROAD (KY 1278) (MP 2.000) RESTORE EMBANKMENT ON KY 1278 0.57 MILES SOUTH OF BETTY AND FRED LANE (MP 2.250) (MP 3.000), A DISTANCE OF 0.08 MILES. GRADE & DRAIN WITH ASPHALT SURFACE. SYP NO. 10-02029.00.
CALL 100 CONTRACT ID 171024 JEFFERSON COUNTY TGR 0311 034 : DIXIE HIGHWAY (US 31W) (MP 4.000) ADDRESS CONGESTION, SAFETY, AND FUNCTIONALITY OF THE DIXIE HIGHWAY CORRIDOR(FEDERAL TIGER PROJECT). (MP 20.000), A DISTANCE OF 14.50 MILES. GRADE & DRAIN WITH ASPHALT SURFACE. SYP NO. 05-0478.70.
This Work includes the removal of existing ceramic tile on pool wall at the Lodge Pool. Record drawings indicate there is a 1-1/2″ mortar bed beneath the tile that should also be removed to expose the original concrete pool shell. Existing coping on the Lodge Pool and the Wading Pool will be cleaned using dustless blasting, removed and reinstalled. The concrete pool shell of the Lodge Pool and Wading Pool will be stripped of existing paint down to bare concrete using dustless blasting. The Contractor shall test the dustless blasting medium on a 2 square foot area of the shell to confirm effective stripping without damaging the concrete shell. The concrete pool shell of the Lodge Pool and Wading Pool will patched and resurfaced as necessary to provide a flat, smooth floated finish using two-part polymer reinforced cementitious overlay. The concrete pool shell of the Lodge Pool and the Wading Pool will be coated with a two-part, two coat epoxy high build system. This system will also be applied to the mushroom water feature in the Wading Pool, after its surface is stripped of existing paint. The mild steel bolts, washers, and nuts at the cap of the mushroom water feature in the Wading Pool will be replaced with 304 stainless steel bolts, washers, and nuts. The existing main drain covers in the Lodge Pool and Wading Pool will be replaced with new VGB compliant covers. Equalizer fittings in the Lodge Pool wall will be replaced with VGB compliant fittings. The existing drain lines of the Lodge Pool and the Wading Pool will be pressure tested for leaks. All existing skimmers will receive new weirs and float valves. The main drains at the wading pool will be re-piped below the deck to be in true parallel. The sealant in the expansion joints at the concrete pool deck will be removed, the joints cleaned, and new pourable sealant with backer tape installed. The entire concrete pool deck, the concrete pool area walls, and the stone masonry pool area walls will be pressure cleaned and treated with anti-fungal sealer. Several areas of the concrete pool deck have spalled or deteriorated and will be resurfaced using two-part polymer reinforced cementitious overlay. Several aluminum fence post bases will be reset in concrete pool deck. New depth markers will be installed on the vertical pool wall surface at both the Lodge Pool and Wading Pool, depth markers on the concrete deck at both pools will remain. The underwater pool lights at the Lodge Pool will receive new LED bulbs, new lens gaskets, new trim rings, and wet niche potting compound at the conduit penetration and grounding lug.
RFB-34-18 Bond Forfeiture G V PBG 17 Magoffin County Kentucky
RFB-34-18 Bond Forfeiture G V PBG 17 Magoffin County Kentucky
Estimate: $215,400.00
Estimated Length of Project:
(Substantial Completion) + November 30, 2017 (Final Completion)
The Division of Abandoned Mine Lands wishes to receive bids to perform reclamation work on approximately 51 acres of mine land in Magoffin County, Kentucky. The work will consist of earthwork, gradework, Slide Repair, Pond Removal and revegetation of 1 bond forfeiture permit
The Work of the Project is defined by the Contract Documents for the F.I.L.O. Office Building Renovation, in Frankfort, Kentucky. The project includes the renovation of the existing spaces on the 1s floor. The scope of work for this current construction project includes but is not limited to: selective demolition, new wall installation, doors and frames, hardware, interior finishes including tile work (walls, floors and base), drywall and painting, and toilet accessories. The work effort will be executed in the fall of 2017.
The project is the exterior repairs of a two story lodge and a one-story conference center. Contractor’s should review the Construction Documents for specific information.
City of Tompkinsville – City Park – Recreational Trail Project
City of Tompkinsville – City Park – Recreational Trail Project
PROJECT DESCRIPTION:
The work to be bid consists of:
The construction of 5,500 LF of trails along proposed routes of the City Park. Work will include but is not
limited to excavation of the trails, tree and vegetation removal, following BMP plans for erosion control and
protection of adjoining properties. The Contractor shall furnish all materials, equipment and labor necessary to complete the construction. Time of completion for the contract is 90 calendar days.
CCK-2250-18 Chandler N051 & N053 Nuclear Camera and CT Control Room REBID
CCK-2250-18 Chandler N051 & N053 Nuclear Camera and CT Control Room REBID
PROJECT DESCRIPTION:
The renovation of N051 and N053 for Nuclear Camera and CT Control Room in Chandler Hospital.
Trade #1 is General Trades
Trade #2 is Mechanical
Trade #3 is Electrical
The project consists of new 2-ply SBS-Modified Bituminous Membrane Roofing System installed over ridged roof insulation, tapered insulation, and coverboard. Total tear off existing roofing system down to concrete deck. Clean concrete deck and prime with asphaltic primer. Install all metal components e.g. edge metal, metal fascia, conductor heads, downspouts, 2-piece metal counter flashings, etc., to complete the installation. Provide crickets where indicated.
Ben E. Clement Mineral Museum – Rehabilitation Project REBID
Ben E. Clement Mineral Museum – Rehabilitation Project REBID
PROJECT DESCRIPTION:
Labor, materials, equipment, and incidentals to complete the Ben E. Clement Mineral
Museum Rehabilitation Project in Marion, Kentucky
Apple Patch Education Adult Day Program Relocation Project
Apple Patch Education Adult Day Program Relocation Project
PROJECT DESCRIPTION:
The Apple Patch Education Adult Day Program Relocation Project includes, but is not limited to, the following scopes of work:
Renovation of a vacant commercial tenant space located within an existing 1-story office/ retail
building to serve as the new learning center for intellectually and developmentally disabled adults. Interior improvements to include new training and activity rooms, admin offices, restrooms and misc
support spaces; new architectural finishes and furnishings and modifications to existing plumbing,
hvac, electrical and fire protection systems. Project size: 7,656 gsf; Occupancy type: A-3 Assembly.
