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 Southwestern Gate Chamber – Sluice Gate Replacement Project Contract No. 15871 , Budget ID No. F17079, Drawing Record No. 15871, Sheet No. 1-13, will be received at the office of MSD until September 8th, Local Time, 10:00 am, and will be publicly opened and read at that place and time.
Description and location of Project: Construct concrete structural components inside gate structure and remove existing gates. Install of three 8’ x16’ gates, along with stems, actuators and all associated parts.
RFB-55-17 HVAC Upgrade Phase II Devert Owens Building Hazard CTC
KCTCS Hazard Community & Technical College
David Marshall Phone: (502) 782-0332 Email: David.Marshall@ky.gov Estimate: $161,800.00 Estimated Length of Project: 120 (Substantial Completion) + 30 (Final Completion)
Project includes the replacement of ceiling mounted HVAC equipment in four rooms with new gas fired DX rooftop units, some with energy recovery wheels. Project includes all demolition, structural, replacement and new ceilings, and electrical work necessary for the HVAC replacement. Building has an existing Honeywell control system that all new controls shall be integrated into with graphics and sequences. All controls shall meet the requirements of the State of Kentucky’s CEMCS standards.
This project consists of a complete roof recovery of the Joe C. Davis Building of Madisonville Community College, Madisonville, Kentucky. Original drawings were dated 1999 indicating that the existing roof has lasted 17 years. The College has experienced numerous and persistent leaks over the life of this roof. The existing roof is a 2-ply Modified Bitumen Roofing System. The existing insulation is 2.5″ of polyisocyanurate insulation with 1/2″ layer hardboard attached to the metal deck. We recommend installation of a recovery roof system at this time given its age, condition and repairs made over the years. This roof is a candidate for a recovery roofing system whereby the existing roof assembly is allowed to remain in place with an additional layer of insulation and layer of hardboard applied over the top with 2-ply Modified Bitumen Roofing System installed above. Both the new insulation layer and the hardboard layer with be screwed to the metal deck through the existing roof assembly. We will add an additional 1.8 inches of polyisocyanurate insulation. The resultant R-value will be 26.9. This project replaces all coping with new standing seam coping.
The entire North Façade is to undergo a complete masonry restoration including necessary masonry repairs, tuckpointing, joint sealants. All windows on the North façade are to be re-caulked to existing masonry openings. After the restoration, the entire façade is to be cleaned of all biologic growth, carbon crust, dirt, grime, etc. New bird control devices are to be installed. New flashing detail on the North pediment gutters to be installed to control copper-laden water runoff & staining. Upper (3) flights of ceremonial North stairs to be cleaned and sealed. Northern half of Terrace balustrade to be restored, cleaned and sealed. Included in the alternates are restoring, cleaning and sealing the southern half of the Terrace Balustrade and sealing the entire north façade masonry.
1.) Excluded from bid-Site Package (Civil Sheets Only)-Currently out to bid separately.
2.) Questions, Clarifications And GC and Sub Bids To:
Stephen F. Bosley PE
Envision Contractors LLC
2960 Fairview Drive
Owensboro, KY 42303
(270) 663-2331
(270) 929-7313 Cell sbosley@envisionky.com
www.envisionky.com
CCK-2165-17 UK Healthcare 1F – NICU Enabling – 2402.3
CCK-2165-17 UK Healthcare 1F – NICU Enabling – 2402.3
PROJECT DESCRIPTION:
This package involves the installation work for the Phase 1F PAV H/HA NICU Enabling FIT-OUT. The work will be performed under contract with the Construction Manger, Turner Construction Company.
TC-140 General Trades
TC-141 Drywall and Ceilings
TC-142 Soft Flooring
TC-143 Painting
TC-144 Fire Protection
TC-145 Plumbing and Mechanical
TC-146 Electrical and Integrated Tech.
This Work includes the removal of existing SBS Modified Bitumen roofing system, including all foil faced flashing at parapets and scuppers. Where existing foil faced flashing in adhered to stone coping, remove flashing but do not employ more extensive methods to remove all adhesive residue. A new SBS Modified Bitumen roofing system will typically be installed at all roof areas, with new foil faced flashing at parapets, scupper sumps, curbs, and vertical terminations. An existing 1″ layer of polyisocyanurate insulation is to remain and an additional 3″ layer (two layers of 1 1/2″) of ployisocyanurate insulation will be installed typically at all roof areas. Tapered polyisocyanurate insulation will be installed to create new crickets where indicated to ensure positive drainage to scuppers. Existing gutters, scuppers, conductor heads, and downspouts will be removed and replaced. Conductor heads and downspouts will be enlarged in the process. Downspouts will be connected to a new below grade drainage system in 6″ pvc pipe to daylight. New downspouts, gutters, conductor heads, and scuppers to be replaed in copper. Existing steel lintels and steel access ladder will be scraped, cleaned and painted. Existing brick masonry chimney will be capped with prefinished aluminum cap, all damaged bricks will be replaced, and all joints in chimney will be repointed. An new prefinished aluminum coping will be installed typically at all parapet walls over existing stone coping, with a minimum vertical exposure on the exterior side visible from the ground. On cut stone on the front elevation that has begun to detach will be reset using stainless steel expansion sleeve anchor bolts, a stone patching compound will be used to conceal the bolt heads.
Construction Management (At Risk) Services for Northeast Regional Library – 3721
Construction Management (At Risk) Services for Northeast Regional Library – 3721
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
Mezzanine Level
Louisville, Kentucky
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
GMWSS 2016 Wastewater Treatment Plant Improvements, WWTP #2 Building Repairs – Phase II
GMWSS 2016 Wastewater Treatment Plant Improvements, WWTP #2 Building Repairs – Phase II
PROJECT DESCRIPTION: The program of work for which bids are to be submitted consists of the repairs and repainting of various
buildings at the wastewater treatment plant, including but not limited to, miscellaneous repairs to Concrete
masonry units, drilling and install weep holes, and pressure wash existing painted CMU of loose and failing
paint, surface preparation and the application of new paint system to the repaired areas, including all related
appurtenances,
The project involves construction of an approximately 3,030 square foot building addition to house the medical command unit. The primary structural system is load bearing insulated concrete form walls. The roof consists of standing seam steel panels on structural insulated panels bearing on engineered wood trusses. Openings in the exterior include aluminum framed storefront windows, and hollow metal doors and frames. Steel siding over a brick knee wall is the exterior cladding material for the building. The interior finishes include ceramic tile, polished concrete, painted gypsum wall board, resilient tile, resilient wall base, and acoustical panels ceilings. The mechanical system will include a high efficiency heat pump with heat recovery for fresh air intake. The rest rooms include conventional fixtures in both men’s and women’s.
Estimate: $ 57,327.50
Estimated Length of Project: (Substantial Completion) + 60 Calendar Days (Final Completion)
This project will address mine drainage from a fractured block closure off Hurricane Branch of KY 931 in Letcher County. We will open the mine portal and install a non-wildlife accessible closure using a 12” pipe. From the portal to the stream we will excavate the existing ditches and clogged culverts and construct rectangular concrete ditches with grate and curb barriers where required. We will install a “U” shaped concrete headwall at the intersection of the site drainage and roadside drainage and replace the existing pipe under the road with a reinforced HDPE pipe. Bury excavated material onsite or at the nearby waste area in an open field. Place limestone sand into Hurricane Branch to treat the mine water during release. Class II/III rock, hoe ram, and geo-grid are provided for use as the ENGINEER deems necessary. No tree clearing is required. The mine entry is not open for wildlife entry; it is only open enough to allow free flow of water from the mine pool.
Estimate: $114,382.50
Estimated Length of Project: (Substantial Completion) + November 30, 2016 (Final Completion)
The Division of Abandoned Mine Lands wishes to receive bids to perform reclamation work on approximately 15 acres of mine land in Muhlenberg County to remove gullies and rills, ditch remediation, replacing culverts, apply geo-grid and roadway stone to access road as needed, access gate, and revegetation on 1 bond forfeiture permit(s).
PROJECT DESCRIPTION:
THIS PROJECT IS FOR THE RENOVATION OF AGRONOMY GREENHOUSES 1 & 2 AND THE
CONNECTED HEADHOUSE. THE NEW FLOOR PLAN WILL BE CONFIGURED TO MEET MATCH THE
CURRENT TOBACCO RESEARCH GREENHOUSE LAYOUT. NEW CONCRETE AND GRAVEL FLOORS
WILL BE INSTALLED, THE STRUCTURAL STEEL FRAME WILL BE STRIPPED AND REPAINTED, AND
THE OLD TRANSLUCENT WALL AND ROOF PANELS WILL BE REMOVED AND NEW PANELS
INSTALLED. NEW MECHANICAL, PLUMBING, AND ELECTRICAL COMPONENTS WILL BE INSTALLED.
THE MAIN FLOOR LEVEL OF THE HEAD HOUSE WILL BE CLEANED AND PAINTED AND THE
ELECTRICAL WILL BE UPDATED WITH NEW LIGHTS INSTALLED. THE MAIN DOUBLE DOORS WILL
ALSO BE REPLACED.
PROJECT DESCRIPTION: New construction of a 500-600 space, 6 level parking structure
located at the rear of Creason Lot in an approximately 36.000 S.F. footprint. The
garage is entirely above grade and “open” as defined by the Kentucky Building Code.
The architectural components of the parking structure include stair towers, elevator
shaft, and a breakroom/office area. The foundation system is reinforced concrete
spread footings bearing on rock and the lowest level is a reinforced concrete slab-ongrade
over compacted granular fill over compacted subgrade. The garage
superstructure is a precast framed system and the superstructure for the stair and
elevator tower is structural steel with concrete floors cast on metal floor deck and
metal roof deck.
This project is to generally improve the domestic hot water systems for the Western State Hospital in Hopkinsville, Kentucky. Specifically the improvement will be replacement of the existing heat exchanger heads, valving, piping, domestic hot water thermostatic mixing valves, and installation of domestic hot water recirculation piping, hot water recirculation pumps, controls, and electrical power. The trades involved include, but are not limited to: demolition; plumbing; and electrical.
City of Somerset – Ikerd Development-US 27 Water Line Extension
City of Somerset – Ikerd Development-US 27 Water Line Extension
PROJECT DESCRIPTION: The work to be bid is described as follows:
CONTRACT 397-16-01, IKERD DEVELOPMENT, US 27 WATER LINE EXTENSION
Approximately 1,225 L.F. of 8-inch ductile iron water line and appurtenances.
Louisville Metro Housing Authority – Siding Installation
Louisville Metro Housing Authority – Siding Installation
PROJECT DESCRIPTION:
SIDING INSTALLATION AT
1638 WEST KENTUCKY STREET
LOUISVILLE, KENTUCKY 40210
AND
1521 WEST MAGAZINE STREET LOUISVILLE, KENTUCKY 40203
PROPOSAL #1414
Greenbo Lodge is located at Greenbo Lake State Resort Park, 965 Lodge Road in Greenup, Kentucky. It is a Kentucky State Park. During recent interior renovation work it was determined that a portion of the existing wood roof trusses are structurally unsound. It has also been determined that the existing wood roof trusses cannot be repaired in place. This project requires all materials, equipment and labor necessary to protect all existing interior construction assemblies while the existing roof waterproofing systems and roof structure is removed and replaced with new construction. The interior of the building shall be maintained watertight at the end of each workday. See specifications for a complete project description.
