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
The project consists of new PVC roofing membrane installed over existing metal panel roof system. Clean roof surface, loose lay rigid EPS insulation between standing seams, loose lay ½” fiber board insulation over entire roof and mechanically fasten both layer of insulation to existing metal roof. Mechanically fasten .060 PVC membrane roof over insulation. Install all PVC flashings and metal components to complete the installation. Provide crickets where indicated.
Estimate:
$119,000.00
Estimated Length of Project:
(Substantial Completion) + 60 Calendar Days (Final Completion)
The proposed project encompasses approximately 0.7 acre of disturbance, and includes the location, sealing, and installation of proper drainage structure to a draining collapsed mine entry, construction of an acid mine drainage treatment cell for the treatment of the drainage from the underground mine works, associated connecting and discharge pipes, and the replacement of a failing subdrain installed under a previous project at this site.
Exploration for the collapsed mine entry or draining adit (primarily by following the drainage to its source) will take place within a specified area. Once located, the entry/adit will be reopened, have a drainage pipe installed, and then be resealed. A line item for polyeurethane foam is included in order to facilitate sealing of the mine opening.
An approximately 10’x10’x10’ (with actual final dimensions being dictated by site conditions) treatment cell will be constructed to accept and treat acidic mine drainage from the underground mine works. This cell will consist of a sealed impervious synthetic liner filled with high CaCO3 limestone (the treatment medium), and having distribution and collection headers constructed from PVC pipe installed at the bottom and top of the cell, respectively. The water from the mine will enter at the bottom of the cell, percolate up through the treatment medium, and be discharged through the top of the cell. A “P-Trap” structure installed as close to the cell’s discharge point as possible will prevent oxygen contamination. An access cap installed at the discharge point will allow the cell to be periodically flushed with clean water. A bypass/drainage line will be installed in order to allow flushing and maintenance of the cell.
This bypass will be fitted with a ¼ -turn valve, which will be placed at a position upon the bypass where all portions of the bypass upstream from the valve will have a minimum of 3’ of soil cover, in order to prevent freezing of the stationary water filling the line upstream from the valve. The discharge pipe and the bypass will both discharge to the existing drainage ditch adjacent to the residential driveway.
A subdrain installed under a previous AMD Abatement Project, which is failing due to accumulation of iron oxide flocculants within the interstitial spaces of the aggregate backfill and “armoring” of the backfill material itself with iron oxides, will be replaced with a subdrain modified to be less likely to clog under AMD conditions. The standard subdrain pipe will be replaced with a larger PVC tube, and all bedding and aggregate within the subdrain structure will be composed of non-calcareous material in order to prevent reaction with any acid mine drainage that is collected by the structure. The subdrain will protect the Carter residence from excessively wet conditions caused by underground mine drainage.
All excess earthen material excavated from the site will be placed in an on-site fill area.
Any project-related damage caused to the residential driveway, property access, or to Alvey Bridge Road will be repaired in-kind. Those portions of the area disturbed by the project that are within the Carter residential yard will be revegetated using the AML Standard Residential Seed Mixture. All areas outside of the residential lawn will be revegetated using the AML Standard Reclamation Seed Mixture.
Adair County Schools – Primary Center Parking Lot Addition
Adair County Schools – Primary Center Parking Lot Addition
PROJECT DESCRIPTION: Furnishing of the specified labor, materials, supplies, tools, and or services, indicated for the:
Adair County – Primary Center Parking Lot Addition BG#17-054
Historic Locust Grove Home Stabilization Project – 3733
Historic Locust Grove Home Stabilization Project – 3733
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
A. This project consists of the complete replacement of the existing HVAC system serving this facility with a new HVAC system. The existing HVAC system to be demolished consists of air handling units with hot water and chilled water coils. Heating hot water is provided by gas fired boilers and chilled water is provided by a water chiller with an exterior air-cooled condensing unit. The new HVAC system shall consist of high-efficiency gas fired furnaces with DX cooling coils and associated high –efficiency condensing units. Energy recover ventilators will be utilized to provide outside air to the facility. DDC controls will be utilized and be designed to be CEMCS (Central Energy Management and Control System) ready. All electrical work related to the demolition of existing HVAC systems and the installation of new HVAC system will be a part of this project.
Estimate:
$270,700.00 Estimated Length of Project:
(Substantial Completion) + 180 Calendar Days (Final Completion)
The Melton residence is located on the right along Hurricane Creek in Kimper Kentucky, approximately 0.25 miles from the Junction of Hurricane and Route 194. Immediately, across Hurricane Creek road from the residence, is a slide. The drain impacted by this slide has water issuing from the abandoned underground mines upslope of Hurricane Creek.
The intent of this project is twofold. First, reclamation will focus on creating an access to the top of the slide, installing a significant rock check/water treatment area, removing the slide material, establishing proper channel flow down the drain to Hurricane. Second, efforts will revolve around establishing a drill bench, drilling holes into the mine, draining the mine, treating the water, and casing the drill holes. Extreme caution must be taken during the drilling and release of water from this site. Water must be tested regularly and proper measures taken to offset any negative environmental impacts. Proper sediment check construction and upkeep will be paramount during the ongoing release of water from the mine site.
Primary project items will include, a significant rock check established in the effected drain, slide removal earthwork, directional drilling, steel casing, water treatment measures, hoe ram, and revegetation. Acquisition of a proper waste area, complying with all state and federal regulations, will be solely the responsibility of the contractor
Southeast Regional Industrial Park – Grace Clinic Water & Sewer Extensions
Southeast Regional Industrial Park – Grace Clinic Water & Sewer Extensions
PROJECT DESCRIPTION: The work consists of approximately 100 l.f. of 8”, C-900 water line; 1000 l.f. of 8” gravity sewer;
2,300 l.f. of 4” pvc force main; and, a 5 hp duplex sewage lift station, all located at the Southeast
Regional Business Park.
Spencer County Fiscal Court – Wilder Road Structural Repair
Spencer County Fiscal Court – Wilder Road Structural Repair
PROJECT DESCRIPTION:
The scope of the work is to maintain local access to Wilder Road
while removing and replacing the low water crossing located 35 feet
West of the intersection of KY 1392.
Spencer County Fiscal Court – Ten Mile Road Flood Repair
Spencer County Fiscal Court – Ten Mile Road Flood Repair
PROJECT DESCRIPTION The scope of the work is for the repair of Ten Mile Road beginning at approximately 0.24 miles North of KY 248, extending north approximately feet. to include excavation. slope stabilization, retaining wall, fill, and paving.
City of Jackson – HWY 15 Water Improvement Project
City of Jackson – HWY 15 Water Improvement Project
PROJECT DESCRIPTION:
Work is to include installation of approximately 940 LF of 8-inch, 8150 LF of 6-inch, with 740 LF of
8-inch directionally drilled waterline and other appurtenances, Installation of a duplex pump
station and rehab of hydro pneumatic station, two pressure reducing vaults and 57 service
replacements.
Housing Authority of Princeton – Bathroom Upgrades & Closet Door Replacement
Housing Authority of Princeton – Bathroom Upgrades & Closet Door Replacement
PROJECT DESCRIPTION:
The work to be performed consists of: Site KY-72-002 Hyacinth Village
1. Bathroom Upgrade – One, Three and Four bedroom units.
a. Remove existing flooring and install new Luxury Vinyl plank and vinyl base.
b. Remove existing plumbing fixtures and install new tub/surround, water closet and vanity.
c. Remove existing light fixtures and install new.
d. Paint entire Bathroom
e. Remove existing bathroom accessories and install new accessories.
2. Closet door and hardware replacement.
Work includes providing all items, articles, materials, operations or methods including all labor, materials, equipment, services and
incidentals as necessary for their completion.
NKCC-26-16 Bid Package #26 – Site Landscaping & Lawn Irrigation
NKCC-26-16 Bid Package #26 – Site Landscaping & Lawn Irrigation
PROJECT DESCRIPTION:
The project is generally described as the Northern Kentucky University, Health Innovation Center
(HIC) Founders Hall Renovation. The project is located in Highland Heights, Kentucky, on
approximately 3.0 acre site on the NKU campus, east of Kenton Drive, west of Nunn Hall and directly
north of Griffin Hall. The project will include the construction of the new Health Innovation Center
(HIC) building and renovation of the existing Founders Hall Building. The HIC building will consist of a
new 95,000 sf four-story steel frame building with the option to shell a 5th floor of approximately
12,000 sf. The Founders Hall renovation is a 106,000 sf complete interior gut and renovation of the
existing 5 story concrete-structured building.
PROJECT DESCRIPTION:
The project is generally described as the Northern Kentucky University, Health Innovation Center
(HIC) Founders Hall Renovation. The project is located in Highland Heights, Kentucky, on
approximately 3.0 acre site on the NKU campus, east of Kenton Drive, west of Nunn Hall and directly
north of Griffin Hall. The project will include the construction of the new Health Innovation Center
(HIC) building and renovation of the existing Founders Hall Building. The HIC building will consist of a
new 95,000 sf four-story steel frame building with the option to shell a 5th floor of approximately
12,000 sf. The Founders Hall renovation is a 106,000 sf complete interior gut and renovation of the
existing 5 story concrete-structured building.
This Work includes the removal of existing standing seam metal roofing system and existing SBS Modified Bitumen roofing system in areas indicated on drawings. New standing seam metal roofing system and SBS Modified Bitumen roofing system will be installed in locations indicated on Drawings. Existing lightning protection system will be removed and salvaged to owner. Existing snow and ice guards on standing seal metal roofing will be removed and re-installed on new standing seam metal roofing. Dormers and other architectural items with exterior vertical surfaces will receive new flush panel metal wall systems as indicated on drawings.
NKCC-21a-16 Bid Package #21a – Door, Frames, and Hardware REBID
NKCC-21a-16 Bid Package #21a – Door, Frames, and Hardware REBID
PROJECT DESCRIPTION:
The project is generally described as the Northern Kentucky University, Health Innovation Center
(HIC) Founders Hall Renovation. The project is located in Highland Heights, Kentucky, on
approximately 3.0 acre site on the NKU campus, east of Kenton Drive, west of Nunn Hall and directly
north of Griffin Hall. The project will include the construction of the new Health Innovation Center
(HIC) building and renovation of the existing Founders Hall Building. The HIC building will consist of a
new 95,000sf four-story steel frame building with the option to shell a 5th floor of approximately
12,000 sf. The Founders Hall renovation is a 106,000 sf complete interior gut and renovation of the
existing 5 story concrete-structured building.
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
Housing Authority of Danville – Roof & Siding Work
Housing Authority of Danville – Roof & Siding Work
PROJECT DESCRIPTION: Work will include the following: HOUSING AUTHORITY OF DANVILLE – CFP 501-16, ROOF AND SIDING WORK
AMP 101 – LINIETTA KY 14-07 & BURCKLEY KY 14-09
AMP 301 – COYLE KY 14-10
CALL 400 CONTRACT ID 161048 CRITTENDEN COUNTY FD04 SPP 028 0641 NEW LOC : MARION-FREDONIA ROAD(US-641) RELOCATION OF US-641 0.19 MILES SOUTH OF EXISTING US-641 IN FREDONIA EXTENDING NORTH TO APPROXIMATELY 0.55 MILES NORTH OF CAMPBELL LANE IN MARION. ASPHALT SURFACE WITH GRADE & DRAIN. SYP NO. 01-00187.23.
CALL 106 CONTRACT ID 161256 JEFFERSON COUNTY NHPP IM 2653 (039) : I-265 INTERCHANGE AT OLD HENRY ROAD (KY 3084) (MP 28.280) REDUCE CONGESTION AND IMPROVE SAFETY AT THE KY 3084 (OLD HENRY ROAD) INTERCHANGE (MP 29.100), A DISTANCE OF 0.82 MILES. JPC PAVEMENT. SYP NO. 05-00474.00.
CALL 105 CONTRACT ID 161249 GRAVES COUNTY STP BRZ 0103 (369) : RULE SHACK ROAD (CR 1384) (MP 0.403) REPLACE BRIDGE ON RULE SHACK ROAD OVER IC RAILROAD 0.4 MILE EAST OF KY 339 (MP 0.443), A DISTANCE OF 0.17 MILES. BRIDGE WITH GRADE, DRAIN & SURFACE. SYP NO. 01-01147.00.
CALL 104 CONTRACT ID 161240 MAGOFFIN COUNTY STP BRO 5353 (007) : LICK CREEK ROAD (KY 2019) (MP 2.898) REPLACE BRIDGE ON KY 2019 OVER LICK CREEK 0.055 MILE S OF KY 3334 (MP 2.938), A DISTANCE OF 0.18 MILES. BRIDGE WITH GRADE, DRAIN & SURFACE. SYP NO. 10-01098.00.
CALL 103 CONTRACT ID 161229 MARTIN COUNTY STP BRO 0401 (084) : INEZ-LOVELY ROAD (KY 40) (MP 19.630) REPLACE BRIDGE ON KY 40 OVER BUCK CREEK AT THE KY 2031 INTERSECTION (MP 19.700), A DISTANCE OF 0.07 MILES. GRADE & DRAIN WITH ASPHALT SURFACE. SYP NO. 12-01112.00.
