Camp Dick Robinson Elementary School Roof Replacement
Camp Dick Robinson Elementary School Roof Replacement
The project scope includes roof replacement of approximately 62,700 SF. Demolition includes removing the existing asphalt shingles. New work to include installation of felt, asphalt shingles, and edge metals.
Garrard Co High School and Paint Lick Elementary Misc Roof Repairs
Garrard Co High School and Paint Lick Elementary Misc Roof Repairs
The project scope includes roof replacement of approximately 59,000 SF. Demolition includes removal of existing asphalt shingles. New work to include installation of felt, asphalt shingles and edge metals. Minor repairs include replacement of metal ridge cap.
Garrard Co Middle School and Vo-Tech Misc Roof Repairs
Garrard Co Middle School and Vo-Tech Misc Roof Repairs
The project scope includes miscellaneous roof repairs on two existing buildings. Demolition includes removal of 23,000 SF of gravel ballast and EPDM. New work to include scarification and recoating of the existing sprayed polyurethane foam roofing system and installation of new EPDM with gravel ballast.
Garrard Co Educational Center and Lancaster Elementary School Misc Roof Repairs
Garrard Co Educational Center and Lancaster Elementary School Misc Roof Repairs
The project scope includes the removal and replacement of approximately 3050 SF of 3-ply modified bitumen roofing at GCEC, and installation of aluminum coating on approximately 4,911 SF of built-up roofing at Lancaster Elementary School.
Garrard Co Board Office and Educational Annex Misc Roof Repairs
Garrard Co Board Office and Educational Annex Misc Roof Repairs
The project scope includes roof replacement of approximately 9,000 SF. Demolition includes removing the existing asphalt shingles. New work to include installation of felt, asphalt shingles, and edge metals, as well as miscellaneous repairs to windows and siding.
Godman Army Airfield Drainage Improvements Project Phase 2
Godman Army Airfield Drainage Improvements Project Phase 2
The scope of work includes: the installation/replacement of more than forty-five (45) drop box inlets, manholes and headwalls/flared end sections; installation/replacement of 4,200 lineal feet of 15- through 60- inch RCP/HDPE pipe; safe loading 2,000 lineal feet of storm pipe; and associated earthwork, re-grading, pavement and ground restoration.
I-265 Bridge (East End) Water Main Replacement Project
I-265 Bridge (East End) Water Main Replacement Project
Louisville Water Company is requesting Bids for the installation of 3,780 +/- linear feet of 12-inch ductile iron water main, 230 +/- linear feet of 12-inch restrained joint ductile iron water main, 25 +/- linear feet of 8-inch ductile iron water main including valves, fittings, fire hydrants, services and tie-ins to existing water mains.
The project consists of the construction and/or furnishing of items as listed in the Bid Schedule in Part III, including the construction of approximately 3,600 lf of 48-inch gravity interceptor sewer, 625 lf of 10-inch gravity sewer, and 9,500 lf of 30-inch force main with appurtenances.
RFB-139-13 Beach Restoration Pennyrile Forest State Resort Park
RFB-139-13
This scope of work will include but is not limited to: The removal of the accumulated material in the swimming area. The removal of the soil and sand mixture on the beach area. The removal of silt and debris from an existing diversion ditch and culvert around the beach for Clifty Creek. The placement of new sand on the beach and swimming area. The restoration and repair of concrete retaining walls delineating a bypass ditch immediately adjacent to the beach. The removal and replacement of one culvert under a crushed stone access road. The modification of a concrete wall to prevent water from undermining the structure. The installation and maintenance of erosion control measures throughout the duration of the project. The installation of a new emergency telephone. Alternate #1- The restoration and repair of the concrete steps over the bypass ditch on the main walkway to the beach. Alternate #2-The removal of downed trees and limbs from the east side of the beach area. Alternate #3-The installation of a new foot washing station on the beach. Alternate #4-The complete removal of an existing concrete diving platform.
RFB-144-13 Highway Engineer Section Office Calloway County
RFB-144-13
The work consists of a new one story, 2000 square foot office facility with reception
room, large work room, private offices, toilets, mechanical and custodial rooms.
1. The building is slab-on-grade with wood framed walls. Materials include metal
siding, asphalt shingles, double hung windows, hollow metal doors and frames, flush
wood solid core doors, gypsum board, vinyl composition tile and acoustical lay-in
ceiling panels.
RFB-143-13
This project generally consists of re-roofing approximately 22,790 square feet of
existing corrugated metal panel roofing with new rigid insulation filler/cover board and
mechanically fastened single ply membrane roofing system. Other associated items
such as wood blocking installation, misc. sheet metal, incidental painting and limited
demolition of existing roof top terminals/ curbs, entry soffits, metal fascias. Two
separate roof canopies of approx. 228 sf located over entries shall also be included
such as roofing system, fascia and soffit replacement.
RFB-138-13
The work consists of a new one story, 2000 square foot office facility with reception
room, large work room, private offices, toilets, mechanical and custodial rooms.
1. The building is slab-on-grade with wood framed walls. Materials include metal
siding, asphalt shingles, double hung windows, hollow metal doors and frames, flush
wood solid core doors, gypsum board, vinyl composition tile and acoustical lay-in
ceiling panels.
This contract consists of the installation of approximately 4,574 LF of 8″ PVC Pipe, 270 LF of steel casing (open cut), valves, fittings, and appurtenances as shown on the plans. All pipe, fittings and valves will be furnished by the Owner.
The Powell County high School project consists of addition and renovation components affecting the following programmatic elements. Addition work includes approximately 13,500 SF addition including 6 classrooms, 1 band choral suite, and a public restroom. Renovations include converting 12 existing classrooms into 9 classrooms and 1 computer classroom. Structures will primarily consist of concrete footers with stem wall foundations with slab-on-grade concrete slabs. Walls will consist of load bearing CMU walls with a thermal spray-foam insulated cavity wall system and brick façade on exterior walls. A 2-ply modified SBS roof membrane system will be over a lightweight insulating concrete, metal deck system over steel metal joists. Interior partition walls will consist of a mix of CMU walls and metal stud/gypsum board assemblies. Interiors will be fully finished with paint, tile flooring system, and a mix of 2×4 ceiling tile/grid and gypsum soffit systems. Mechanical systems will be roof top package systems providing individual controls for classrooms. Electrical, data and communication systems are noted and fire alarm and suppression systems are considered for this work. Additionally, an internal courtyard with pavers and low-maintenance landscaping is also considered as part of the base bid elements of this project.
All demolition, backfilling of planters, and landscaping are the responsibility of the City of Beattyville, unless otherwise noted. New construction will consist of concrete sidewalks and aprons, steps, concrete curbs, storm drainage, asphalt, crosswalks, site lighting, utility infrastructure, and other miscellaneous items.