Estimate:
$177,435.00 Estimated Length of Project:
(Substantial Completion) + 120 Calendar Days (Final Completion)
The project is located in the city of Owensboro in Daviess County, Ky. It can be found at
coordinates N 37° 48’ 19.2”, W 87° 09’ 23.7”. From the US 60 bypass (west), take US 60 east
toward downtown Owensboro approx. 0.5 miles. Turn left onto industrial road (KY 331).
Travel approx. 2.5 miles. Site is on the left just before the railroad crossing.
The site encompasses approximately 2.3 acres. A previously worked slide at the rear of an out
building on the Ryan property measures approximately 50′ wide and 60’ high. This slide has
been worked twice before by OSM. Numerous scarps and breaks are located in the slide area.
Drainage measures below the slide area have been choked off and are now forcing water runoff
into and toward the Ryan outbuilding and residence.
Construction efforts include removing enough material within the slide area to construct a 120’
non-reinforced concrete wall to protect the outbuilding and residence below. Material removed
from the slide area shall be taken to an approved waste area a quarter of a mile away to the
Owensboro River Port Authority property. No trees larger than 3” DBH will more than likely be
removed in the immediate area of the slide. The waste area is clear of any trees larger than 3”
DBH. Drainage will be controlled with concrete tied mat ditches, subdrains, and culvert pipes.
Various items such as roadway stone, dense graded aggregate, and concrete have been added for access and repairs to damage due to reclamation efforts. Silt will be controlled during all phases
of reclamation to minimize silt leaving the reclamation area. All disturbed areas will be
revegetated using lime, fertilizer, seed, and mulch.
The project consists of exterior repairs to all of the existing buildings at the Lodge. This includes the conference center, lodges, pool house, and gazebo. The renovations include painting wood siding & railings, cleaning stone façade, and miscellaneous repairs. Also included is the replacement of an existing wood fence with a painted galvanized steel pipe fence.
The Contractor shall provide all of the materials and perform all the work described in the Specifications and/or shown on the Drawings. The work consists of: A Campus Wide Camera Security System on 4 Separate Campus’s for 16 Buildings at Somerset North, Somerset South, Laurel North and Laurel South in order to provide Increased Public Security and Safety. The security system is to have software which will recognize movement, have facial recognition, have programmable recording triggers, and time stamped events. It will cover exits, egress doors, courtyards, loading docks, cafeterias, libraries and parking as well as vehicular drop off areas. All recording and storage will be onsite and installed in the IT room of each building. Outdoor cameras are to be exterior wall mounted, at highest elevations possible. The server (using 16 maximum cameras per location) for each building’s security system will be rack mounted, minimum of 8TB storage, and will utilize existing UPS backup systems. There will be 2 monitors included and installed. Appropriate warning signage at all buildings will be provided to alert occupants they are being recorded under a surveillance system.
A 3-year warranty with 100% parts and 100% labor is required. Software support of the system shall include a qualified 24-hour response time to all repair within the warranty period. And shall be on-site within 2 hours of emergency calls, which are defined as losing camera communications and/or unresponsive camera recording. Password secured access to the security system data files is required. The security system shall be 100% compatible with Stanley Security and Best locks, so the camera system may interface with key swipes, door access and control. The software is not to be proprietary and shall not have annual or recurring fees for upgrades. All updates during the warranty period shall be free to the Owner, this includes security program updates and operating system updates.
The drawings are schematic and show approximate locations of cameras, devices and equipment. The exact locations of cameras will be field coordinated and verified with the Engineer before beginning rough-in and all cable routing will be field determined. By submitting a bid, the Contractor assumes responsibility for all existing conditions and has included all conditions in the bid with no additional costs to the Owner for not field verifying these conditions.
The work to be performed shall be commenced at the time stipulated in the Notice of Intent to Award (work order) to the contractor by the Division of Contracting. Substantial Completion shall be within one hundred fifty (150) consecutive calendar days thereafter. Final completion shall be fifteen (15) consecutive calendar days after Substantial Completion
CCK-2221-17 William B. Sturgill Building Renovation Project
CCK-2221-17 William B. Sturgill Building Renovation Project
PROJECT DESCRIPTION:
THIS PROJECT RENOVATES:
The William B. Sturgill Development Building on UK’s Campus. The work includes
revising the office spaces as noted on the plans on both the First and Second floors in 2
Phases with the addition of installing a new Limited Use limited Accessibility (LULA)
style Elevator in the Existing Pit I Elevator Shaft location.
ADD ALTERNATE 1: In addition to areas called to be painted in the base bid, Paint all
Gyp walls (and any hard ceilings) in areas remaining in Phase I and Phase II that are not
called for repainting in the base bid.
This project, the Lake Barkley, Convention Center- Roof Repairs, located at 3500 State Park Rd, Cadiz, Kentucky in Trigg County, shall generally consist of re-roofing approximately 13,625 square feet of existing asphalt shingle roofing assembly in its entirety, down to the top of an existing plywood roof deck and replace/install a new roofing assembly of similar design. Also required shall be certain associated work items such as wood blocking installation, miscellaneous sheet metal, roof top terminals/curbs and fascia. The roof configuration has two basic planes that are of a conventional shed style with clearstory windows occurring between. The roof slope is approximately 3:12.
2 GENERAL TRADES
3 MASONRY
4 STRUCTURAL STEEL
5 ROOFING AND TRIM
6 DRYWALL AND ACOUSTICAL CEILINGS
7 PAINTING
8 FLOORING
9 ALUMINUM STOREFRONT AND GLAZING
10 HYDRAULIC ELEVATOR
11 ARCHITECTURAL WOODWORK AND CASEWORK
12 FIRE PROTECTION
13 ELECTRICAL AND COMMUNICATION
14 HVAC AND PLUMBING
15 ASPHALT PAVING
16 COMBINATION
Johnson Central High School – Home Economics Classroom Renovation
Johnson Central High School – Home Economics Classroom Renovation
PROJECT DESCRIPTION: Project consists of demolition of existing drinking fountains, new
sanitary piping, trenching, partial demolition, new floor finish and new CMU and
drinking fountains.
Project cost range is anticipated to be under $55,000.
Construction Contract: Bids will be received for the following Work:
1. General Contract (all trades).
CCK-2220-17 Renovate/Upgrade Athletics Playing Field 2-2466.0
CCK-2220-17 Renovate/Upgrade Athletics Playing Field 2-2466.0
PROJECT DESCRIPTION:
Proposed construction activities include the removal of existing natural turf athletic fields and
installation of an artificial turf system with site grading, field and perimeter turf irrigation
systems modifications, underdrain installation, electric, and security camera installation. This
project is located between Cooper Drive and Hagan Baseball Stadium with site access from
Sports Center Drive. The total area disturbed by the proposed construction activities is
approximately 4.1 acres
PROJECT DESCRIPTION: At the McLean County Schools Central Office in Calhoun KY: Remove existing gravel
paving, earth and other materials, and install new base material, paving and other work
as indicated in the Contract Documents. Bid Package 01 work includes concrete paving:
Bid Package 02 work includes bituminous asphalt paving. Work in the KY 136 right-of-way will be performed by the Kentucky Transportation Cabinet.
Description and location of Project: This unit based construction order if for a boulder toe wall installation along the open channel behind High Grove Place located in Metro Council District 18.
The Work to be performed under this Contract consists of providing all labor, equipment, materials, supplies, tools, and supervision necessary to complete the construction of a water line replacement at General Butler State Resort Park, in Carroll County, Kentucky. The water line replacement includes a 12″ casing pipe to be installed by Boring & Jacking (crossing KY 227), 6″ PVC water line, 2″ and 1-1/2″ HDPE water service lines, the reconnection of existing water services, including all associated excavation, pavement replacement, restoration, and all other appurtenances as shown on the contract documents.
Estimate:
$165,399.68 Estimated Length of Project:
(Substantial Completion) + August 15, 2017 (Final Completion)
The Division of Abandoned Mine Lands wishes to receive bids to perform reclamation work on approximately 21 acres of mine land in Clay County, Kentucky. The work will consist of earthwork, gradework, and revegetation of 3 bond forfeiture permit(s).
The Electrical System feeding the Underground Caves including the Main Cave Parking Area, North Cave, and the Waterfall Cave will be upgraded per NFPA72 at the Carter Caves State Resort Park, Olive Hill, Kentucky. The work will include all labor, equipment, materials, poles, panels, conduits, conductors, supplies and components, including LED lighting, power supplies, and drivers to perform all operations including cutting, channeling, chasing, trenching and backfilling necessary for installation of complete electrical system. The majority of work will be performed in natural cave conditions and within a protected nature preserve. The drawings are schematic and show approximate locations of light fixtures, panels and equipment. The exact locations will be field coordinated and verified with the Engineer before installing permanent fixtures.
Parks-Carter Caves Electric And Handrail Repair project includes but is not limited to the repair and/or replacement of handrails in the Carter Caves’ Cascade Cavern, North Cave and Waterfall Cave, located at Carter Caves State Resort Park, at the following location: 1863 KY-209 Olive Hill, KY, 41164.
Derek R Guthrie Water Quality Treatment Center RAS Pumps #1 and #4 and VFD Replacement Project
Derek R Guthrie Water Quality Treatment Center RAS Pumps #1 and #4 and VFD Replacement Project
Description and location of Project: Replacement of two (2) RAS pumps with larger pumps and four (4) variable frequency drives (VFD’s) including all demolition and preparation for the new pumps and VFD’s.
The Work in this Project shall include all labor, materials, tools, equipment, and services required to construct and install the complete and operational systems described herein and on the Drawings. The Project includes partial demolition and reuse of the railing system on the wooden portion of the structure, along with removal and replacement of wood framing elements as indicated in the design documents. The project also includes the removal and relocation of the existing ground floor access door. Additions to the new steel framed tower includes the construction of three (3) cantilevered platforms which will accommodate a total of eight (8) rappelling lanes including their associated attachment bollards. The addition of these platforms will necessitate the addition of structural bracing to be installed on the existing structure as indicated. The wooden portion of the tower will have a new anchorage system for the reinstalled railing and rappelling station attachment bollards. The Work will include supplying, installing, and testing to ensure proper operation of all systems.
Petersburg Park Softball Field Renovations – IFB# 170080
Petersburg Park Softball Field Renovations – IFB# 170080
PROJECT DESCRIPTION:
Louisville Metro Government is currently accepting bids for Petersburg Park Softball Field Renovations
per the attached specifications. The selected firm will completely renovate the existing softball
fields located within Petersburg Park. The project will include removing and rep lacing the
infield material (with a bid alternate to replace with synthetic turf), lights, fence and scoreboard.
Broad Run Road Culvert Road Improvement – IFB# 170083
Broad Run Road Culvert Road Improvement – IFB# 170083
PROJECT DESCRIPTION:
Louisville Metro Government is currently accepting bids for Roadway Improvement along Broad Run Road per the attached specifications. This project consists of a unit bid for construction of a
culvert, retaining wall, and roadway along Broad Run Road and for a relocation of a watermain
for the construction of the subject project. The project limits are shown on the included plans.
This work is intended to remove and replace the existing structure on Broad Run Road, between Seatonville Road and Floyds Fork, over an unnamed tributary of Floyds Fork.
Madison County Utilities District – College Hill Road Water Line Replacement-Phase 2
Madison County Utilities District – College Hill Road Water Line Replacement-Phase 2
PROJECT DESCRIPTION: Construction of 3200 LF of 6″ PVC Water Main Wet Tap Connections, 150 LF of Freebore, 80 LF of 10″ Road Bore, 320 LF of 2″ Road Bore, Reconnect 24 Meters with 1″ Service Line, 7 Gate Valves, 2 Fire Hydrants and other necessary items.
Project includes mechanical systems upgrades to Scoggan and McDaniel Buildings at the Kentucky School for the Blind. Select existing unit ventilators and fan coil units (total of 74) will be replaced. Air handling units in the Third Floor Library of McDaniel and in two location in Scoggan will be replaced with new units. Existing fin tube radiant heaters will be replaced to allow for system to function. A new packaged air cooled chiller will replace the existing split air cooled chillers. New building hydronic pumps will be installed. New Fan Coil units will be installed at the corridors in the Scoggan building and in the third level of the connector to provide cooling to the spaces. Piping will be replaced in select areas and new electrical connections provided for new equipment. Cooling is being added to the bridge between the two buildings and to the corridors in Scoggan Hall.
Outdated doors are being replaced Scoggan Hall.
New VCT in classrooms and corridors (Add Alternate).
Walls: Limited painting of CMU in some areas, some painted gypsum board repair in McDaniels
The Scoggan Classroom Building was originally constructed in 1963 and is a 40,669- square-foot facility. The McDaniel Classroom Building was originally constructed in 1985 and is a 23,774- square-foot facility.
This project includes the fit-up of space within the recently renovated Kitchens Building as classrooms and Studio space in support of the Printmaking program. Work includes, but is not limited to, casework, sinks, exhaust hoods, gypsum board hanging and finishing and associated plumbing, electrical and mechanical.
James Perry Primary Contact
Cell #972-415-8667
jperry@lexproperties.org
PROJECT DESCRIPTION: Foundation
Refer to plans, Dow board (2ft tall around foundation perimeter) and anchor bolts, also HDU2 bolts
HVAC
Trane units only
Direct cold air returns for all 2 and 3 bedroom units
Everything else same as Lexington Avenue
Electric
Refer to plans on planroom
(Same as Lexington Avenue)
CATE wire to be used for internet
Fire Alarm
All wire to be ran to utility closet in Breezeway
Sprinkler
Riser room to be run to utility closet in breezeway (Same as Lexington Avenue)
Gypcrete
1 inch membrane (3/16 pad with 3/4” gypcrete)(Same as Lexington Avenue)
Fireproofing
To firestop all holes (abandoned or used, we will not assist in any part of this)
Drywall
5/8 fireproof mold resistant on all party walls and firewalls (Same as Lexington Avenue)
5/8 fireproof mold resistant in all bathrooms with fiberglass tape
5/8 RC channels on ceiling
A couple of reminders
There will be 1 inch thick of gypcrete poured in all units on 2nd and 3rd floors so make sure to execute your work with that fact taken into account
There will also be 5/8” rc channel installed on 1st, 2nd and 3rd floor ceilings
