Robertson County Board of Education – Blacktop Project
Robertson County Board of Education – Blacktop Project
Project consists of furnishing the specified labor, materials, supplies, tools, and or services, indicated for the:
Robertson County Blacktop Project – BG# 20-263
This invitation is for painting and repair services as specified in the following bid at Eastern Kentucky
University’s Martin Hall, located on EKU’s Richmond Campus. The work includes furnishing all labor,
materials, equipment and services necessary for the complete touch up painting of all items
This invitation is for painting and repair services as specified in the following bid at Eastern Kentucky University’s North
Hall, located on EKU’s Richmond Campus. The work includes furnishing all labor, materials, equipment and services
necessary for the complete touch up painting of all items as indicated.
The project is (2) new 2,160 square foot maintenance shed for maintenance and equipment storage located in two separate counties. The construction is a wood pole barn style with metal siding.
Project consists of furnishing all labor, materials and equipment and performing all work
necessary for Wildlife Exclusion Perimeter Fence at the Elizabethtown Regional Airport.
Eastern Kentucky University (EKU) hereby requests sealed bids for the materials, supplies,
equipment or services set forth herein, subject to all conditions outlined in this Bid Package.
The project involves re-roof work at the DOC Roederer Correction Center in La Grange, KY. The existing approximately 16,322 square foot roof to be removed is a shingle roof on plywood deck on two different buildings on the same campus. The new roof system is a standing seam metal roof. The exsiting gutters and downspounts will get replaced along with splash blocks on the ground. In addition to the roof one building will receive new vinyl siding and aluminum trim.
Blue Grass Airport – Runway 4-22 and Taxiway A Rehabilitation, Runway 22 Departure EMAS
Blue Grass Airport – Runway 4-22 and Taxiway A Rehabilitation, Runway 22 Departure EMAS
The project consists of the mill and overlay of Runway 4-22, Taxiway A and
multiple taxiway connectors as well as installation of an EMAS bed for Runway 22,
associated pavement marking, drainage work and adjustments to the MALSR light
stations. Runway and taxiway lighting and signage improvements are also included.
The project consists of roof replacement of Low Sloped Roofs and masonry repairs.
1. Low Slope: Remove existing roof membrane system down to existing roof deck. Install 2-Ply SBS Modified Bituminous Membrane Roofing system over ridged layer insulation, tapered insulation where indicated and cover board insulation. Provide crickets where indicated.
2. Masonry Repairs: Clean, re-point, brick replacement and sealing of masonry parapet walls down to roof level and above roof surfaces.
Work of the Project includes construction of a new, stand-alone building located in close proximity to the existing Wellman Armory. The new building is approximately 5,800 GSF. The building includes brick veneer of multiple types and metal wall panels on load-bearing concrete masonry cavity wall construction. The floor system is reinforced cast-in-place concrete slab on grade/DGA fill. Foundation systems are reinforced cast-in-place rock-bearing spread footings and stem walls. Roof structure is corrugated metal deck on steel bar joists. Waterproof roofing system is cold adhesive applied, 2-ply modified bitumen with 2 layers of 2.5” polyisocyanurate insulation.
Interior construction includes gypsum wallboard on metal studs, wood doors, hollow metal frames, aluminum railings, suspended acoustical panel ceilings, paint & resinous floor coatings. Interior work also includes suspended ceiling and wall mounted acoustic diffuser panels and wall mounted acoustic absorption panels.
Neither fire suppression nor fire alarm systems are required. Plumbing, HVAC, Electrical and Communication systems are included in the scope of the work.
The Chemistry/Physics project consists of a renovation of research laboratories on the
3rd floor and changing the entire face of the building with a new skin and building
additions. This facility is one of the latest improvements in research laboratory design
standards, with spaces including new research laboratories, computational laboratory,
shared equipment spaces, collaboration spaces, dining area, meeting spaces, and
student work areas. The Bid Package #2 portion of this project focuses on the
renovation of the entire 3rd floor to create an entirely research based floor,
replacement of the entire building’s skin, a new roof, new roof-top equipment, and five
building additions (Main Atrium, North Entry, Stair Tower, Service Elevator, and
Loading Dock). A list of trade contracts for this work is listed below.
The project is to be a new facility for multiple occupants at the Wendell H. Ford Regional Training Center. The building size is approximately 5,000 square feet with 3,900 sf on the First Floor and 1,100 sf on the Second Floor. Foundations will be cast-in-place concrete. Exterior/load bearing walls will be reinforced insulated concrete forms. Exterior wall finish will be a combination of smooth and split-face 4” concrete masonry units. Floors on grade will be colored concrete, slab-on grade with a protective coating. Second floor will be concrete hollow-core slabs with a colored concrete topping with protective coating. Roof structure will be cold-formed steel engineered trusses and steel roof deck. Roof will be pre-finished metal panels over composite rigid insulation with a nailable surface. Windows and entrance doors will be storefront aluminum systems with insulating glass, secondary exterior doors and frames will be hollow metal. Interior walls will be light-gauge steel framing with sound batt insulation and gypsum board finish. Toilets/showers will have ceramic tile finish on walls. Doors and frames will be hollow metal. Ceilings will typically be suspended acoustic tile. Floors in offices will be carpet tiles. Other floors will be exposed, colored concrete with a clear protective finish. Fixtures/furnishings will include drinking fountains, typical break room cabinetry and HDPE lockers. A reinforced concrete vault will be a part of the work. Plumbing includes typical restroom fixtures, packaged shower units and instantaneous water heater. The building will use electric heat pumps and natural gas for heat. HVAC will be split system heat pumps with gas furnaces and ductless split units for specialty areas. Electrical work includes 120/208V power distribution system and LED lighting. Communications/data systems will include Category 6 UTP wiring and devices. Modifications to the canopy at the existing Access Control Point are a part of the project. Excavation/trenching and backfilling of concrete footings and utilities other than storm water drainage are included.
Sitework, including earthwork cut/fill, asphalt and concrete paving, concrete curbs and walks, storm water drainage and sod/seeding are NOT included. These items are part of a separate construction contract to be constructed concurrently. For information and reference purposes, bidders will be furnished a set of construction drawings for this work.
The project consists of site work related to construction of the new 1103rd MP Readiness Center // Provost // Welcome Center facility at the Wendell H. Ford Regional Training Center. Work includes, but is not limited to: Site clearing; Earth moving, including engineered fill for building pad; Asphalt and concrete paving, including paving accessory items; Concrete curbs and walks; Finish grading; Turfs and grasses; Fencing; and Storm drainage. Modifications to the existing Access Control Point and relocation of the main entrance to the Training Center are also included.
Building construction, including gas, water, sewer, electric and communications services are NOT included. These items are part of a separate construction contract to be constructed concurrently. For information and reference purposes, bidders will be furnished a set of construction drawings for this work.
CCK-2495-21 UK Med Center – Get Well Network TV Installations
CCK-2495-21 UK Med Center – Get Well Network TV Installations
This project will consist of the removal of existing TV and wall mounts, and installation of new
Smart TVs and wall mounts with required wall patching and painting. The total scope will
cover multiple rooms in multiple buildings across UK Medical Center.
The project involves re-roof work at the Ashland Workforce Development Office in Ashland, KY. The existing approximately 8,050 square foot roof to be removed is 2 ply modified bitumen roof over a coal tar roof on metal deck. The new roof system is a SBS Modified Asphalt Two Ply system that is cold adhered over a fully taper rigid board insulation system to be set in hot mopped asphalt. The existing metal gutter and downspouts will be removed and replaced with a new pre-fin. metal gutter and downspouts. Downspouts to be terminated in the existing piping locations.
Estimate:
$385,365.00
Estimated Length of Project:
(Substantial Completion) + 120 Calendar Days (Final Completion)
The Deborah Belcher Slide is a high priority AML Reclamation Project being impacted by ground movement related to AML-eligible coal mining. An area of observed instability is located above and below the access road down to the state highway (KY 195). The project consists of removing earthen material, constructing a reinforced concrete wall between the state highway and the driveway, constructing a reinforced concrete wall with railsteel pilings above the driveway and constructing a rail steel and guardrail lagging wall at the base of the hillside above the driveway.
This project is located on the Belcher USGS Quadrangle in the Ashcamp community at 10615 Ashcamp Road. The Latitude is 37°16’32″ and the longitude is 82°26’45″.
The project will consist of excavation of material to construct the reinforced concrete wall between the state highway and the driveway. Class 2 backfill will be placed between the wall and the driveway with a guardrail at the edge of the driveway. A reinforced wall with rail steel pilings will be constructed above the driveway and a pile and guardrail lagging wall will be constructed at the base of the natural hillside.
All soils/ spoil removed from the site will be hauled to the waste area located as shown on the plans and disposed of in a uniform manner, leaving the area in a level configuration. The waste area will be seeded upon completion.
Trees are present within the unstable area of the project. There are no trees within the waste area. A bid item for tree disposal is included in the project. This bid item includes but is not limited to tree chipping. Most of the trees are anticipated to be no larger than 3″ DBH.
Construction disturbances will be kept to a minimum by the implementation of standard AML Best Management Practices (BMP’s) which will prevent significant amounts of sediment related to project construction activities from entering the waters of the commonwealth. Silt will be controlled during all phases of reclamation to minimize silt leaving the reclamation area. A silt fence or straw bales will be used. After construction has been competed, all disturbed areas will be promptly revegetated using lime, fertilizer, seed, and mulch.
Bituminous and guardrails has been added to the contract to restore the driveway just prior to project completion.
Mason County Fiscal Court – Maysville-Mason County Landfill – Contained Landfill Phase 4/5 Drainage Net
Mason County Fiscal Court – Maysville-Mason County Landfill – Contained Landfill Phase 4/5 Drainage Net
The project will consist of a geocomposite drainage net and related work for approximately 1.63 HORIZONTALLY
MEASURED acres of the contained landfill. Some minor repair work may also be necessary.
The
construction of new gravity sewer lines, laterals, cleanouts and associated manholes.
The project also includes two (2) grinder stations and small diameter force mains.
Warren County Board of Education – South Warren High School Tennis Courts and Regrading
Warren County Board of Education – South Warren High School Tennis Courts and Regrading
Project consists of the regrading of the existing site in order to
promote better drainage. Scope also includes construction of eight tennis courts on the
school property.
The project involves replacing an existing failed 48-inch culvert located at the rear of the Boyd Regional Juvenile Detention Center in Ashland, Kentucky. A high-pressure 12-inch gas main owned by TC Energy crosses and lies just above the existing culvert pipe and does not currently meet the coverage and separation requirements stated by the utility. The work is to construct a double 48-inch RCP culvert with concrete pipe headwalls on the upstream and downstream ends approximately 23.5 feet offset to the existing culvert. The existing culvert will be abandoned and filled. The work will include approximately 175-feet of channel relocation work. The upstream and downstream channel banks will be lined with 18-inch thick Class II channel lining to a depth of 3-feet, and channel slopes lying above the channel lining will be covered with erosion control mat.
The scope of work encompasses conversion of an existing 18.5’x26.7’ science prep
room on the Third Floor of the Classroom Building at the Bluegrass Community &
Technical College Newtown campus into a Cadaver Observation Lab. Modifications to
finishes, door hardware, HVAC, electrical, and plumbing will be required.