Estimate:
$ 70,435.00 Estimated Length of Project:
(Substantial Completion) + 60 Calendar Days (Final Completion)
The proposed project (approximately 13.6 acres total) consists of portal closures and drainage control reclamation in Floyd County. The project area is located on the United States Geological Survey (USGS) 7.5’ McDowell quadrangle (see the attached project and site maps).
The May McKinney Site consists of closing 3 portals behind the McKinney residence, constructing a concrete bag wall along a tributary bank, and installing drainage controls around the home. The site is located at 770 Ned Fork Road, near the community of McDowell, KY. The project area is centrally located at N 37° 25’ 20.80”, W 82° 41’ 36.90”. To reach the site from the AML Prestonsburg office, turn right onto S. Lake Drive (SR 1428) for 0.2 miles. Turn right onto KY 302/Watergap Road for 2.6 miles. Continue straight and road becomes KY 80. Follow KY 80 for 8.2 miles. Turn left onto KY 680 for 6.2 miles. Turn right onto KY 122/KY 1929 for 2.5 miles. Turn left onto Ned For Road for 0.75 miles. McKinney residence is on the right.
Reclamation work consists of closing 3 open portals and backstowing each portal, clearing trees and shrubs from the existing highwall, and installing 270 L.F. of subdrain, and installing a 50 L.F. of a 4’ high, concrete bag wall along the existing tributary bank. A temporary access road will not be constructed; the existing driveway off Ned Fork Road will provide access. The waste material generated during project work will first be used on site for the earth berm located in the project boundaries. The secondary waste area is located at N37° 27′ 37.7”, 82° 45′ 9.8”W, also located within the project boundaries.
During the process of these construction activities, trees over 5 inches in diameter at breast height will have to be removed in the AML problem area and to install drainage controls. 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.
Entry to the work areas will be accessed by the county road, residential driveways, and residentially maintained yards. The entire project work area slated for any excavation has been previously disturbed by any or all of the following: coal mining operations, including mine drainage, timber operations, gas/oil well development, residential development, road construction, and/or high velocity water flows associated with heavy rain events and flooding. These disturbances consist of significant upheaval, mixing, and removal of earthen material from deep excavation, grading, sub-surface drilling, fill material placement, and erosion. There should be no undisturbed earthen material to a depth of several feet at the areas slated for significant project-related construction activities.
This project will include pre- and/or post- project maintenance and repair of existing previously constructed public county roads utilized during the construction of this project, which are administered by the county or local road authority. This construction activity will be conducted under the authority and supervision of the local public road authority and will consist of standard road construction practices appropriate to mitigate impacts to the local community from potential degraded road conditions in order to maintain public traffic safety.
CCK-2150-17 Pav A PACU & Surgery Phase 1-3A – 2402.7
CCK-2150-17 Pav A PACU & Surgery Phase 1-3A – 2402.7
Please Note: Addendum 1 suspended the Original Bid! Please Note: Addendum 2 re-activated this bid.
Please Note: Addendum 3 has changed the Bid Date.
PROJECT DESCRIPTION:
This package involves the Fit-Up work for the Phase 1G Surgery Phases 1-3a and PACU. The work will be performed under contract with the Construction Manger, Turner Construction Company.
Separate bids for this project shall be submitted for the following work categories:
Surgery Phases 1-3a and PACU – BP-01
TC-062 – General Trades
TC-063 – Doors and Hardware
TC-064 – Drywall and Ceilings
TC-065 – Flooring
TC-067 – Painting
TC-068 – Fire Protection
TC-069 – Mechanical/Plumbing
TC-070 – Electric and Technology
Estimate:
$135,015.00 Estimated Length of Project:
(Substantial Completion) + 90 Calendar Days (Final Completion)
The proposed project (approximately 23.6 acres total) consists of drainage controls and slope stability reclamation in Perry County. The project area is located on the United States Geological Survey (USGS) 7.5’ Hazard North quadrangle (see the attached project and site maps).
The Katrina Neace site consists of installing drainage controls and slope stability structures behind the Katrina Neace residence. The site is located at 60 Woodside Lane (15 mile Road), near the community of Hazard, KY. The project area is centrally located at N 37° 21’ 36.90”, W 83° 41’ 19.60”. To reach the site from Hazard, travel north on KY 15 for 8.5 miles. Turn right onto KY 1067 (Fifteen Mile Road). Go approximately 2.2 miles and turn left on Woodside Lane. The Neace residence is the second house on the right at the top of the hill.
Reclamation work consists of installing 610 L.F. of ditch work (550’ is existing) behind the Neace residence, outletting into the 15 Mile Creek. A 75 L.F. long, 9’ high non-reinforced block wall will be installed behind the Neace residence for slope stability.
The existing driveway will provide sufficient access. The driveway will be replaced as needed during construction. The waste material generated during project work will be hauled to an offsite location specified on the project plansheet. It is centrally located at N 37° 18’ 42.9”, W 83° 11’ 46.42” on Harveyton Road.
During the process of these construction activities, trees over 5 inches in diameter at breast height will have to be removed in the AML problem area to install drainage controls and slope stability structures. 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.
Entry to the work areas will be accessed by the county road, residential driveways, and residentially maintained yards. The entire project work area slated for any excavation has been previously disturbed by any or all of the following: coal mining operations, including mine drainage, timber operations, gas/oil well development, residential development, road construction, and/or high velocity water flows associated with heavy rain events and flooding. These disturbances consist of significant upheaval, mixing, and removal of earthen material from deep excavation, grading, sub-surface drilling, fill material placement, and erosion. There should be no undisturbed earthen material to a depth of several feet at the areas slated for significant project-related construction activities.
This project will include pre- and/or post- project maintenance and repair of existing previously constructed public county roads utilized during the construction of this project, which are administered by the county or local road authority. This construction activity will be conducted under the authority and supervision of the local public road authority and will consist of standard road construction practices appropriate to mitigate impacts to the local community from potential degraded road conditions in order to maintain public traffic safety.
TC – A – Sitework
TC – B – Drilled Piers
TC – C – Concrete Foundations
TC – D – Masonry
TC – E – Structural Steel
TC – F – General Trades
TC – G – Casework/Millwork
TC – H – Waterproofing/Caulking
TC – I – Roofing
TC – J – Metal Wall Panels
TC – K – Doors/Frames/Specialties
TC – L – Aluminum/Glass & Glazing
TC – M – Gypsum Assemblies & Ceilings
TC – N – Tile and Terrazzo
TC – O – Carpet and Res. Flooring
TC – P – Ornamental Railings
TC – Q – Painting and Wall Covering
TC – R – Food Service Equipment
TC – S – Window Treatments
TC – T – Elevators
TC – U – Plumbing and Mech
TC – V – Fire Protection
TC – W – Electrical
TC – X – Communications
TC – Y – Ornamental Fencing
TC – Z – Landscaping
PROJECT DESCRIPTION:
This project consists of a new Baseball Stadium with over 2000 fixed seats, 40 Loge Seats, 2 Suites and a Club for 150 people. The stadium will also house an indoor training facility with batting tunnels and full Hydrotherapy capabilities. The playing surface will be a synthetic turf.
Sealed bids will be received until 3:00 PM and publicly opened and all bid prices read aloud
at that hour on date specified and under following conditions:
Bids received after 3:00 PM on Reply By Date will not be opened.
On proposals amounting to $2000 or over, successful bidder may be required to execute and
give performance bond for full amount, by a Surety Company authorized to do business in the
Commonwealth of Kentucky.
Bidders must submit all pages of bid document.
Mark envelope with Bid Number, Reply By Date and Address to:
OMB – Purchasing
611 West Jefferson Street
Mezzanine Level
Louisville, KY 40202
Sealed Bids addressed to the Louisville and Jefferson County Metropolitan Sewer District, 700 West Liberty St., Louisville, Kentucky 40203 for the construction of 2534 Veronica Drive Drainage Improvement Project Contract No. 2016-066, Budget ID No. C16089 will be received at the office of MSD until 10:00 am, Local Time, December 6, 2016 and will be publicly opened and read at that place and time.
Description and location of Project: This unit based construction order is for the installation of a triple pipe system behind 2534 Veronica Drive within 2530 Guelat Ave, in Metro Council District 1.
The project consists of renovations of two existing buildings. The renovations include replacement of storefront openings and doors, door hardware, and gutters. Also included is the removal of an E.I.F.S. decorative band and cleaning of the masonry façade.
Sealed Bids addressed to the Louisville and Jefferson County Metropolitan Sewer District, 700 West Liberty St., Louisville, Kentucky 40203 for the construction of
Ashby Lane Bank Repair Project , Contract No. 2016-065, Budget ID No. C17099, will be received at the office of MSD until 10:00 am, Local Time, December 1, 2016 and will be publicly opened and read at that place and time.
Description and location of Project: This unit based construction order is for the replacement of the concrete bank along Mill Creek along Ashby Lane in Metro Council District 14.
THIS PROJECT WILL BE TO REPLACE EXISTING WALL HVAC UNITS AT CLEP REMOVE BARD THRU WALL UNITS AND INSTALL NEW GROUND MOUNTED PACKAGED UNITS. NEW PROGRAMMABLE THERMOSATS FOR CLEP. SEE DRAWINGS FOR ADDITIONAL INFORMATION. NO ADDITIONAL SQUARE FOOTAGE IS PLANNED. NO WALLS ARE BEING REMOVED OR RELOCATED.
ELECTRICAL & PLUMBING WILL INCLUDE RECONNECTION OF EXISTING GAS & ELECTRICAL TO NEW RTU’S OR INSTALL NEW. “CLEP” WILL BE NEW GAS & ELECTRIC TO THE GROUND PACKAGED UNITS.
THIS BUILDING IS UNDER HIGH SECURITY AT ALL TIMES. CONTRACTORS WORKING IN THESE BUILDINGS MUST ADHERE TO SPECIAL CONDITIONS DESCRIBED IN THE SPECIFICATIONS. RESIDENTS WILL NOT BE PRESENT IN BUILDING DURING THE WORK PERIOD. ALL MATERIALS SHALL BE DELIVERED PRIOR TO START OF WORK TO REDUCE OWNER’S TIME FOR RELOCATION OF RESIDENTS.
PROJECT DESCRIPTION: Transit Authority of River City will receive proposals for the furnishing of all labor and materials and the performance of all work required for the NIA Center, Exterior Improvements.
PROJECT DESCRIPTION:
The work to be performed consists of: The construction of three new site signs.
Work includes providing all items, articles, materials, operations or methods herein listed, mentioned
or scheduled on the Project Documents and/or herein, including all labor, materials, equipment, services and
incidentals as necessary for their completion.
Slugger Field New Sports Lighting Replacement – 3754
Slugger Field New Sports Lighting Replacement – 3754
Please Note: Addendum 01 has changed the Bid Date
Sealed proposals will be received until 3:00 PM. Names of all responders will be read aloud
at that hour and date specified and under following conditions:
Proposals received after 3:00 PM on Reply By Date will not be opened.
On proposals amounting to $2000 or over, successful bidder may be required to execute and
give performance bond for full amount, by a Surety Company authorized to do business in the
Commonwealth of Kentucky.
Proposers must submit all pages of RFP document.
Mark envelope with RFP Number, Reply By Date and Address to:
OMB – Purchasing
611 West Jefferson Street
Mezzanine Level
Louisville, KY 40202
LFUCG – West Hickman Waste Water Treatment Plant-Electrical Shop
LFUCG – West Hickman Waste Water Treatment Plant-Electrical Shop
Please Note: Addendum 3 has cancelled this bid!
PROJECT DESCRIPTION: Consisting of the construction and/or furnishing of items for the West Hickman Waste Water Treatment Plant Electrical Shop, Jessamine County, Kentucky.
Carroll County Water District – US 42 Section 4 Water Main Relocation
Carroll County Water District – US 42 Section 4 Water Main Relocation
Please Note: Addendum 3 has changed the Bid Date and Time
PROJECT DESCRIPTION: The scope of work includes the relocation of approximately 7,100 lineal feet of 8-inch PVC/HDPE water main and appurtenances, relocation of nine (9) water meters and services and six (6) water main connections to existing water main. Also included is directional drilling of water services and along main line across the Dow Corning entrance, ground and pavement restoration and maintenance of traffic. This relocation work will be performed concurrently with the US 42 Section 4 Roadway Improvements.
This Work includes the removal and disposal of existing fiberglass pool liner from the Community Pool. The Community Pool and Wading Pool will be patched with two component patching compound, cleaned and prepped to receive a new PVC Membrane, installed per Specifications and manufacturer’s requirements. Existing stainless steel circulation gutter system at Community Pool will be pressure tested for leaks and repaired with TIG welds as necessary (there is an existing leak noted on drawings at one corner that is spraying water onto pool deck). Several existing improper ARC welds in the stainless steel circulation gutter will be replaced with TIG welds. An area of the concrete pool deck is noted on drawings to be saw cut, removed and replaced to match existing concrete deck using 4,000 psi concrete. Existing sealant at all expansion joints in the concrete pool deck will be removed, the joints cleaned, and new sealant and backer rod installed. The pool deck will be pressure cleaned and sealed with anti-fungal sealer. The existing stone walls typical at the pool area will be pressure cleaned and sealed with anti-fungal sealer. New depth markers and “No Diving” indicators will be installed at the vertical face of the stainless steel gutter and the concrete pool deck, typical for the Community Pool and Wading Pool.
The Scope of Work for this project is the removal and disposal of asbestos containing materials (ACMs) from designated areas of the Administration Building and the Arts & Sciences Building at Henderson Community College.
The Work consists of the renovation of the Men and Women Restrooms located adjacent to the escalators in the center of the Cabinet for Human Resources Building on floors 1, 3 & 5 only. The intent of this renovation is to make these restrooms accessible to the disabled. Included in the work are new countertops, sinks and mirrors. Removals of all toilet partitions are to be replaced with new including the installation of all new specialty items. There also will be demolition of existing ceramic tile with installation of new ceramic tile. All existing tile to remain will be steamed cleaned. There will be plumbing work that includes the removal of flush valves, urinals and sinks, installation of relocated flush valves, urinals and sinks. There will be demolition of existing frame walls at the plumbing chase to allow for plumbing connections. These walls contain drywall and ceramic tile and will be constructed back after the plumbing work is complete. The sprinkler heads will require minor relocation to provide proper coverage. The work also includes the removal of existing and installation of new light fixtures.
Breathitt County Water District – KY 315/28 Waterline Extension – Water Storage Tanks – Contract 2
Breathitt County Water District – KY 315/28 Waterline Extension – Water Storage Tanks – Contract 2
PROJECT DESCRIPTION: Contract 2:Work is to include installation of a 109,000 gallon ground storage tank – KY 315, and a 33,000 gallon ground storage tank – KY 28, Valve Vault at KY 315 tank, Access Road Improvement, Excavation, final grading, site restoration, and Fencing.
Madison County Utilities District – College Hill Water Line Replacement & Hickory Hills Water Line Extension
Madison County Utilities District – College Hill Water Line Replacement & Hickory Hills Water Line Extension
PROJECT DESCRIPTION: The work to be bid upon is described as follows:
College Hill Water Line Replacement
• Construction of 1140 LF of 6” PVC Water Main, 2 Wet Tap Connections, 124 LF of Freebore, Reconnect 9 Meters with 1” Service Line, 2 Gate Valves, a Fire Hydrant and other necessary items as shown on Drawings and Specifications.
Hickory Hills Water Line Extension
• Construction of 420 LF of 6” PVC Water Main, 2 Wet Tap Connections, a Blow-Off Assembly and other necessary items as shown on the Drawings and Specifications.
CALL 102 CONTRACT ID 161262 PENDLETON COUNTY STP BRZ 0603 (278) : KY 159 (MP 3.589) REPLACE BRIDGE ON KY-159 OVER KINCAID CREEK; .2 NI SOUTH OF JCT. KY-609 (MP 3.689), A DISTANCE OF 0.14 MILES. BRIDGE REPLACEMENT. SYP NO. 06-01073.00.
CALL 101 CONTRACT ID 161264 MERCER COUNTY STP BRO 2682 (017) : LEXINGTON ROAD (US 68) (MP 12.500) REPLACE BRIDGE ON US 68 OVER SHAKER CREEK 0.019 MILE WEST OF CHATHAM ROAD (CR-1113) (MP 12.900), A DISTANCE OF 0.40 MILES. GRADE, DRAIN & SURFACE WITH BRIDGE. SYP NO. 07-01128.00.
