Garrard County Schools – Garrard County Middle School – Roof Replacement
Garrard County Schools – Garrard County Middle School – Roof Replacement
PROJECT DESCRIPTION:
The Work consists of the following:
1. TEAR OFF EXISTING ROOF MEMBRANE, ROOF INSULATION DOWN TO DECK, SHEETMETAL, METAL COUNTER FLASHINGS AND COMPONENTS AS
INDICATED.
2. REPAIR AND/OR REPLACE ROOF DECKING AS REQUIRED, PER UNIT PRICES.
3. INSTALL RIGID INSULATION, TAPERED INSULATION, COVER BOARD INSULATION AND SBS MODIFIED BITUMINOUS MEMBRANE ROOFING AND ALL NEW METAL COMPONENTS.
Garrard County Schools – Lancaster Elementary School – Roof Replacement
Garrard County Schools – Lancaster Elementary School – Roof Replacement
PROJECT DESCRIPTION:
The Work consists of the following:
1. TEAR OFF EXISTING ROOF MEMBRANE AND INSULATION DOWN TO DECK;
SHEETMETAL, METAL COUNTER FLASHINGS AND COMPONENTS AS
INDICATED.
2. REPAIR AND/OR REPLACE METAL DECKING AS REQUIRED, PER UNIT
PRICES.
3. INSTALL 2-LAYERS OF RIGID ROOF INSULATION, COVER BOARD, 2-PLY SBS
MEMBRANE SYSTEM AND ALL NEW METAL COMPONENTS.
Description and location of Project: This unit based construction order is for 44 linear feet of modular wall installation, in Metro Council District 2.
Description and location of Project: This unit based construction order is for 10-inch, 12-inch 24-inch pipe, earth swale, and structure installation along Lotis Way and Sprite Road in Metro Council District 9.
RFB-257-17 TAB Services for OCTC Advanced Technology Ctr Ph2
RFB-257-17 TAB Services for OCTC Advanced Technology Ctr Ph2
Project Manager Name: David
Boggess Phone: (502) 782-0313
Email: David.Boggess@ky.gov
Estimate:
$ 36,000.00 Estimated Length of Project:
November 17, 2017 (Substantial Completion) + December 17, 2017 (Final Completion)
Scope of work for the TAB (Testing Adjusting and Balancing) Agency consists of furnishing all required materials, tools, instruments, coordination, participation and labor to perform and complete the TAB services per the Project plans and specifications for the above referenced Building Project.
The Work consists of furnishing and installing all materials and labor to replace the existing underground primary service, 208 volt and 480 volt three phase services and some distribution boards at project location. Partial rework of the existing 12,470 volt three phase owner primary system is required. The existing services shall be replaced by a new primary underground service, 2500 KVA pad mounted transformer with 480/277 volt three phase 3000Amp service and distribution switchboard. The existing 208 volt system shall be served from the new 480 volt service with a dry type transformer and 120/208 volt three phase switchboard. Partial demolition of existing electrical and installation of new electrical services is required. Power interruptions shall be minimal and be done in a phased construction approach as indicated on the drawings. Contractor shall furnish and supply a temporary 100 amp 120/208, 3 phase emergency power system for maintaining food service refrigeration and front desk power during service change out. All temporary emergency power distribution and branch circuitry required shall be furnished and installed.
LFUCG – West Hickman 7-Wet Weather Storage Facilities Improvements-Contract #1-New Circle Road Crossing
LFUCG – West Hickman 7-Wet Weather Storage Facilities Improvements-Contract #1-New Circle Road Crossing
Please Note: Addendum 02 has changed the Bid Date
PROJECT DESCRIPTION:
The project includes providing all construction supervision, labor, materials, tools, lest equipment
necessary for the construction of the West Hickman 7 (WH7) Wet Weather Storage Facilities Contract No. 1 New Circle Road Crossing. The project includes but is not limited to a +/- 640 LF of 54-inch or 60-inch casing pipe installed by a trenchless technology with multiple varying
sized carrier pipes and +/- LF of 16″ C900 PVC gravity sewer, 20″ C900 PVC force main and six 4″ C900 PVC conduits. The casing pipe will be filled with specialized grout.
Allen County Water District – KY 98 (Brownsford Road) Water Line Relocation
Allen County Water District – KY 98 (Brownsford Road) Water Line Relocation
PROJECT DESCRIPTION:
This contract consists of replacing approximately 150 feet of
twelve inch (12″), 145 feet of ten inch (10″) waterlines, 2,410 feet of six inch (6 “)
waterlines, 765 feet of four inch (4 “) waterlines and 545 feet of three inch (3”)
waterlines; tie-ins to the existing water lines; reconnection/replacement of
approximately 12 existing water meters; and appurtenances such as, gate
valves, blow-off assemblies, casing pipe, etc. to accommodate planned highway
improvements.
Salyersville Water Works – Salyersville Water Tank Project
Salyersville Water Works – Salyersville Water Tank Project
PROJECT DESCRIPTION:
This project consists of the providing of all materials, labor, and equipment for the construction of one (1) 500,000
gallon water storage tank.
The primary scope of work includes removal and replacement of existing aluminum windows, an existing Kalwall system, existing storefront entrance, existing overhead coiling door and two pair of hollow metal doors. Window replacement includes removal of windows, window blinds, brackets, anchors and clips, at all window locations. Steel headers and columns are to be cleaned, sanded and repainted as part of the work. Certain existing window grills are to be removed, refurbished and reinstalled. New grills are to be fabricated and installed at three locations. Storefront replacement work includes the removal and replacement of an existing aluminum storefront system, including doors, frames, sidelight and transom. An existing Kalwall system is to be replaced including retainer angles, clips and anchors attached to existing tubular metal framing. Doors to be replaced include one motorized overhead coiling steel door and two pair of hollow metal exterior doors and frames. Existing window putty has been identified as asbestos containing material and shall be handled and disposed of in accordance with federal and state regulations.
New windows to be installed are blast resistant, thermally broken aluminum windows with low “E” laminated glazing. As part of the window replacement, exterior stone sills are to be cleaned, grouted and caulked. The storefront is to be replaced with a reinforced blast resistant, thermally broken aluminum storefront system. At the north gable end of the Drill Hall, a new thermally broken Fiberglass Sandwich Panel replicating the existing Kalwall system, pattern and color, is to be installed. One existing coiling overhead door is to be replaced with a new motorized pre-finished insulated overhead coiling door. Additionally, two pair of new blast resistant insulated half-glass hollow metal exterior doors including frames and transoms are to be installed.
Bourbon County Schools – Athletic Field House Flooring Replacement
Bourbon County Schools – Athletic Field House Flooring Replacement
PROJECT DESCRIPTION:
The scope of work includes the removal of existing carpet flooring and adhesive,
floor preparation, including crack repair, and installation of the new rubber flooring. Also included is
the relocation of all of the fitness equipment, including lockers, to an onsite warehouse and then the
reinstallation of this equipment and lockers after flooring is installed.
PROJECT DESCRIPTION:
Pikeville Independent Schools in Pikeville, KY, the work includes
the following:
Bid Package 01: At Pikeville High School Gymnasium: Remove existing air handling
units and install new rooftop HVAC units, including related sheet metal work, electric
work, structural modifications, roof modifications and other Work indicated in the
Contract Documents.
Bid Package 02 At the Blue Goose Gymnasium: Remove existing air handling
units and gas-fired unit heaters and install new HVAC units, including related
sheet metal work, electric work, structural modifications, and other Work indicated
in the Contract Documents.
Bid Package 03: The work consists of the combined work of Bid Packages 01 and
02.
PROJECT DESCRIPTION: The scope of work includes the crack repair and leveling of the existing High School asphalt running track, and the installation of a new synthetic rubber surface with striping.
Estimate:
$149,600.00 Estimated Length of Project:
(Substantial Completion) + 120 Calendar Days (Final Completion)
The Owls Nest Road Slide HP AML Reclamation Project is located in Leslie County, Hyden, Kentucky at 37°10’03.90″N latitude and 83°21’13.60″W longitude just east of Hyden KY. Directions to the site are; from the Hal Rogers Parkway in Hyden, Kentucky Leslie County,
take the Hyden Exit (Rt. 118) to Rt. 421 (approximately 3.5 miles). Turn left (South) on 421 through the town of Hyden and turn left at 2nd light onto Hwy 80 and travels across the bridge (Middle Fork of KY River) and turns left onto Owl’s Nest Rd. 200 ft. from the end of the bridge. Follow Owl’s Nest Rd. for approximately 2 miles. The slide is located on the left and partially blocking the road.
The active mudslide has been dealt with by Leslie County road personnel for months, removing material and debris from roadway to maintain access for residents. AML is now proposing to reduce future problems by excavating the pre-law push over slide as Owls Nest Road Slide HP AMLRP. Unstable slide material will be removed from the hill side using the strip to rock excavation method for the slide area and material will be placed in proposed waste areas. Due to limited work space a temporary stream crossing is proposed for traffic control as material is removed from slide area. Long term drainage control devices will also include class II ditches, excavated rock ditches and HDPE pipe. Silt Barriers – Bales & Fence along with Rock Checks are proposed for proper silt control at the toe of the slide and waste areas. Roadway stone bid item and Bituminous Repair are included for “in kind” repairs to public roadways as needed to facilitate reclamation work. Filter Fabric and geo-grid have been included as base for ditches. Class II/III rock will be used as directed.
All excavated material will be wasted within nearby waste areas at coordinates 37°10’04.57″N latitude and 83°21’11.63″W longitude, and an existing auger bench just east of slide area at coordinates 37°10’07.41″N latitude and 83°21’00.22″W longitude
A Hydromulch & Hydroseed bid item is included to revegetate the site/waste areas at the end of construction. Seedbed preparation and Agricultural Limestone bid items are included for the waste areas. A utility relocation bid item is included to replace “in kind” qualifying features as disturbed to facilitate the abatement plan.
Trees of 3” or greater at breast height on auger bench waste area will be removed during dormant season; all other areas are previously disturbed and/or unstable.
CCK-2234-17 Parking Structure #1 and #5 Lighting Retrofit-2473.0
CCK-2234-17 Parking Structure #1 and #5 Lighting Retrofit-2473.0
PROJECT DESCRIPTION:
Project is the lighting replacement of existing parking canopy and site lighting fixture in
Parking Structures 1 and 5 with new energy efficient, long life LED fixtures. Project also
includes new integrated fixture controls for daylight harvesting and automatic control.
PROJECT DESCRIPTION:
Consisting of the construction and/or furnishing of items as listed in the Bid Schedule
included in Part III, Form of Proposal, of this document, plus incidentals necessary to
complete the work. The work entails construction of approximately 1,600 linear feet of asphalt trail, storm sewers, signage, fencing and associated facilities.
Description and location of Project: This unit based construction order is for drainage improvements and access road replacement along the Glen Bluff pump station property in Metro Council District 16.
Estimate:
$137,075.00 Estimated Length of Project:
(Substantial Completion) + 120 Calendar Days (Final Completion)
The proposed project, approximately 11.9 acres total, consists of the removal of domestic and mine debris, demolition of a concrete structure, removal of a sediment control pond, and regrading of material, which will be graded in a manner that promotes adequate drainage and covers the onsite coal waste. The project site is located in the Rochester Quadrangle at 37° 13’ 3” N, 86° 54’ 18” W. The site is located on Boat Ramp Lane, just off KY 70, approximately 18.6 miles west of Morgantown, near the community of Rochester. The site is immediately adjacent to the Green River and near the Muhlenberg/Butler/Ohio county borders.
Reclamation includes the excavation of an area approximately 300’ by 300’ by 8’ deep to bury coal waste material. Once coal waste is placed within the area, it will be covered with a minimum of 4’ of non-toxic, non-combustible material and the site will be graded to promote adequate drainage. For the portion of the area lower than the base flood elevation (404’), the final contour elevations will be equal to or less that the current contour elevations. A pond at the site will be drained and also filled up to the water level with non-toxic, non-combustible material. A concrete structure, a dilapidated trailer, tanks, and additional domestic and mine debris will be removed from the site. Tree cutting and chipping will be necessary to gain access to reclaim bare areas within the site.
The project site has been previously disturbed by coal mining operations and/or road construction. 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 either of the areas slated for significant project-related construction activities.
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 Green River. Approximately 1070 LF of silt fence will be installed for silt control measures. Prompt re-vegetation will be implemented by using agricultural limestone, fertilizer, seed, netting and/or mulch, as needed, for the areas disturbed by the project. Access to the site is via the county roads and an existing access road into the area. 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.
Housing Authority of Owensboro – New Playground & Rubber Surface
Housing Authority of Owensboro – New Playground & Rubber Surface
Please Note: Addendum 02 has changed the Bid Date
PROJECT DESCRIPTION: 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.
Tompkinsville-Monroe County Airport Board – Construct 10-unit T-Hangar
Tompkinsville-Monroe County Airport Board – Construct 10-unit T-Hangar
Furnishing all labor, materials and equipment and performing all work necessary for Construct 10-unit T-Hangar at the Tompkinsville-Monroe County Airport
PROJECT DESCRIPTION:
The project scope includes new alternative school safe room. The work must be substantially complete within 8 months from notice to proceed.
PROJECT DESCRIPTION:
Consisting of the construction and/or furnishing of items as listed in the Bid Schedule
included in Part III, Form of Proposal, of this document, plus incidentals necessary to
complete the work. The work entails construction of approximately 3,000 linear feet of Asphalt Trail, seeding/sod, tree plantings, and demolition of trees, walk, landscaping, and fencing.
Hopkinsville-Christian County Airport Board- Hopkinsville Lighting
Hopkinsville-Christian County Airport Board- Hopkinsville Lighting
PROJECT DESCRIPTION:
Furnishing all labor. materials and equipment and performing all work necessary for Hopkinsville Lighting at the Hopkinsville-Christian County Airport
