The project base bid will consist of grading, concrete sidewalks, storm drainage improvements, permeable concrete pedestrian plaza, segmental block walls, concrete paver steps with handrails, and site lighting for all improved areas.
There is one alternate included in the bid documents. The alternate is for the landscape plantings for the project.
Contract H – Water Line Extensions – Lawrence County
a) 13,200 LF – 3” CL 250 PVC Water Line>
b) 500 LF – 1” and 3/4” CL 250 Service Line
c) 5 EA – 3” Gate Valve and Air Release Valve
d) 12 EA – 5/8” x 3/4” Meter Assemblies
Maysville Community & Technical College
Estimate: $404,356.00
This project involves the demolition and replacement of the exterior brick veneer
façade on the Denham Building at Maysville Community & Technical College. The
brick veneer has serious deterioration due to water infiltration and freeze thaw cycles
over the life of the building. The Denham building was built in 1980 with a light
colored, two toned brick. The white brick matched the original building. Due to the low
quality of the brick and construction details that did not adequately deal with water and
moisture penetration, the brick veneer face layer has been popping off and allowing
additional water penetration at an accelerated rate. The solution includes removing the
existing brick veneer and rigid insulation. A superior quality brick shall be used as a
replacement and shall be properly detailed to allow water to properly exit the wall
assembly. Spray applied continuous installation shall be installed in the cavity space to
meet current code. The existing windows are an inferior quality and design which do
not meet today’s standards. They shall be replaced to improve the building energy
performance of the exterior envelop.
Pine Mountain State Resort Park
Estimate:
$186,900.00
The project comprises the repair of the dining room and related areas of the Pine Mountain Lodge. The work includes the insulating, furring and interior sheathing with GWB all exterior walls of the dining room; installation of a new GWB ceiling; painting and installation of LVT finish flooring throughout. Materials include white woods moldings (crown, chair rail, baseboard, base shoe, window and door casing) all to be painted. Kitchen to receive quarry tile base and thin-set quarry tile on cement board laminated to the plywood sub-floor which has been installed by others. Walls in kitchen to receive GWB and FRP panels except no FRP will be installed where shown to receive existing stainless steel wall panels. Kitchen also to receive GWB ceiling attached directly to existing wood framing and beneath that ceiling will be a second ceiling of scrub able suspended panels.
The project is the repair of a pedestrian bridge. General work includes the following: Removal, cataloging, and safe storage of cut limestone masonry wall caps. Removal of set back course of brick supporting stone caps. Removal of existing concrete topping over original concrete bridge slab. Removal of all exposed electrical conduit and boxes. Addition of masonry courses in place of the removed set-back masonry course. Installation of metal fabrications between brick walls to accept shortened existing light fixtures. Installation of new electrical conduit and wiring as shown. Installation of new concrete slab over existing repaired bridge slab. Replacement of stone caps. Cleaning of all existing brick and stone caps.
PSC Building 211 Sower Blvd.
Estimate:
$360,556.00
A. The Work of Project is defined by the Contract Documents and consists of the following:
1. The work consists of window repair and replacement of existing aluminum framed curtainwall and storefront windows on a two-story office building consisting brick and EIFS building envelope.
a. Existing aluminum framed curtainwall and storefront members are to be removed and reused.
b. All glazing is to be replaced.
c. The penthouse mechanical louvers are to be removed, openings flashed, and reinstalled.
d. Self-adhered flashing is to be installed at the perimeter of all openings before windows and louvers are re-installed.
e. Glass unit masonry units are to be tuck pointed with elastomeric sealant.
f. All exterior sealants are to be replaced.
g. Water repellant is to be applied to all existing brick.
h. EIFS is to receive a new elastomeric coating.
Restroom Construction for Fire Stations #11, #14 and #15
Restroom Construction for Fire Stations #11, #14 and #15
Construction of new restrooms, single with shower, inside existing buildings for Fire Station #11, #14 and #15. The construction and floor plan of the three stations are similar but each building is different.
RFB-216-14 Drainage Assessment and Repairs Hazelwood Center
Cabinet for Health and Family Services
Estimate:
$141,805.00
The work for this project generally consists of erosion repairs, drainage improvements, yard piping improvements, bus parking construction of an asphalt parking lot and associated drainage work.
Bluegrass Station Building #221
Estimate: $343,065.00
The project consists of approximately 1400 sq. ft of new area for a weapons repair
shop, approximately 1400 sq. ft. of mezzanine space and minor renovation to an
existing interior modular building. New construction will include interior metal stud walls
with gypsum board and metal panel wainscot, new acoustical ceiling, epoxy floor
coating, paint, structural steel mezzanine with concrete floor, metal handrails and metal
access stair and a new Electrical, Security System, and HVAC system for the new
addition. A new sprinkler system, designed in accordance with NFPA 13, in both new
and existing space will be included in the project. Also included in the project
requirements, is the relocation of owner equipment and furniture from an adjacent
location.
Georgetown Municipal Water and Sewer Service WWTP #1 Sludge Conveyor/Auger System Project
Georgetown Municipal Water and Sewer Service WWTP #1 Sludge Conveyor/Auger System Project
The program of work for which bids are to be submitted consists of the design/build services to include the implementation and construction of a sludge conveyor/auger system to distribute sludge from the existing belt filter press and conveyor system and loaded into a roll-off container. The work will also include removing the existing auger system and installing the new auger system, associated electrical and mechanical work, all supplied equipment, and the installation of all related appurtenances.
Public Notes:
Bre-Bid Conference will be held on 7 April 2014 at 11:00 am. Sealed bids will be received by the Bracken County Board of Education in Brooksville, KY on 14 April 2014
RFB-213-14 Replace Two (2) Boilers Mechanical Repairs
Maysville Community and Technical College
Estimate:
$ 92,357.00
Boiler Replacement:
A. Provide new hot water boilers, VFDs, and boiler management panel to replace existing, per Contract Documents.
B. Coordinate Owner-furnished HVAC controls system modifications to accommodate new equipment.
C. Provide existing hot water system piping modifications and new fin-tube hot water heating.
D. Provide insulation for new and modified piping.
E. Coordinate Owner-furnished Test and Balancing of the systems.
F. Provide new hot water buffer tank.
G. Participate in Commissioning activities during installation and Functional Testing of all system prior to project completion.
H. Provide Owner training, maintenance, and warranty services.
The work shall consist of demolition, renovation and painting of one (1) nurse station with restroom, break room and pass-through modifications.
Work in nurse station entails: replacing counters and base cabinets with new millwork; replacing vinyl floor tile and rubber base; adding new electrical and data outlets (but no electrical or data connections – existing to remain); preparation of existing painted surfaces and application of paint onto block walls, ceilings, doors, window frames and metal panels.
Work in restroom entails: painting walls, door & frame, and ceiling and installing new millwork.
Work in break room entails: replacing counters and base cabinets with new millwork; replacing vinyl floor tile and rubber base; adding new electrical outlets (but no electrical, existing to remain); preparation of existing painted surfaces and application of paint onto block walls, ceilings, doors, window frames and metal panels.
There are three (3) proposed add alternates. Each alternate incorporates the complete scope of work, as listed above, to the respective Wings D, A, and C. There are minor adjustments between the wings.
The Keith and Veda Fairchild site is located on Jim Arms Branch Road, just off of Hwy. 2039 near Collista. To reach the site from Paintsville, follow U.S. Hwy 23 south to a right onto Hwy. 825 and continue for approximately 0.7 mile to a right onto Hwy. 2039. Continue for approximately 0.3 mile to Jim Arms Branch Road on the left. The residence is at 57 Jim Arms Branch. The problem at this site consists of mine drainage from portals on a bench above the residence which have been previously closed with pipe. This drainage saturates the yard area and saturates the base of the residence. Reclamation will consist of constructing a flat bottom class II ditch to direct flow northeastward into the existing roadside drain along Jim Arms Branch. Hoe ram may be required if rock is encountered. Another ditch will be excavated into rock lower on the slope, and will also be daylighted into the existing drain. Subdrain is planned to be placed close to the residence and behind existing dog kennels to collect additional seepage and direct it southward into the roadside ditch on the south side of the property. Aggregate is to be removed from the inlet of an existing 15” corregated pipe under Jim Arms Branch, and a concrete headwall is to be placed. Otherwise, the pipe is not planned to be disturbed. It is intended that waste will be placed within the access and/or staging area for the Kenneth Wells (Darryl Kilgore Group) in far southern Johnson County, south of Van Lear. The Debra Cox site is located at the end of Shady Lane, just off of U.S. 23 near Wittensville. To reach the site from the intersection of U.S. 23 and KY 321 near Paintsville, continue north on U.S. 23 and continue for approximately 1.3 miles to Shady Lane of the left. It is about 0.8 mile to the residence. The problem at this site consists of a roughly circular subsidence, approximately 10 feet in diameter and 10 feet deep, that has occurred under the garage. This subsidence has filled with water and presents a danger to people and animals. Structure removal/replacement is included for the garage
The scope of work shall consist of replacing the L-830 series isolation transformers and L-823 cable connectors for each airfield lighting fixture on the Runway 6-24 lighting circuit and the respective designated taxiway lights.
RFB-218-14 Water Damage Restoration Lodge Dining Room
Lake Cumberland State Park
Estimate:
$285,000.00
This project includes the replacement of water damaged interior finishes and food service equipment in the Lodge Dining Room and seven (7) adjoining bedrooms. Additional work is being included at the Owner’s request. Work includes floor finishes, (resilient, ceramic tile, wood refinishing), light carpentry, painting, gypsum board, acoustical tile, and electrical. Minor plumbing is required. Work must adhere to work guidelines to allow continued food service to park visitors during construction. Noise and dust protection will be addressed. This project may require working after hours for portions of the work. Total time on this project is very tight to accommodate the Park to return to full Dining Room and Sleeping room use.
Some long lead materials and Food Service equipment has already been ordered by Owner to facilitate time restraints, to be installed by Contractor. The affected spaces have already been cleaned of wet materials and mold remediation. There is no asbestos materials requiring removal or abatement.
Owensboro Community & Technical College Southeast
Estimate:$ 85,000.00
This project consists of an HVAC upgrade to the building at the Owensboro Community and Technical College southeast campus. Included in the upgrade are air handlers, pumps, piping, duct and temperature controls.