This project consists of a full depth tear off and replacement of approximately 8,800 SF of roof at the Bate Middle School in Danville Kentucky. Roof replacement involves removing the ballasted EPDM and fiber board placed over a graveled surfaced Built-Up Roof system on expanded polystyrene insulation on metal deck. The new work also includes the application of a two-coat polyurethane coating system to the vertical and sloped portions of the fully adhered EDPM roof, approximately 2,600 SF, adjacent to the new roof work.
City of Georgetown Building Abatement and Demolition FY 2014-15 Project
City of Georgetown Building Abatement and Demolition FY 2014-15 Project
1. Perform asbestos, lead, and hazardous material investigation
a. Certified inspector required
b. Report shall submitted to City Engineer’s office prior to abatement
2. Perform asbestos, lead, and hazardous material abatement (if required)
a. Abatement shall be performed per all current regulations and standards by a certified remediation expert
b. Prior to abatement, project work area shall be secured by construction fencing.
c. Report stating abatement complete shall be submitted to the City Engineer’s office prior to demolition
3. Perform demolition of structures
a. Work includes: demolishing structures, removing material from the site, hauling, disposing, and any other incidental activities required.
b. In addition, the completed work shall include any recommendations as provided by the Cardno letter dated 9/11/2014 (attached).
c. Contractor is encouraged to salvage building materials to the extent practical.
d. Salvaged materials remain the property of the City of Georgetown.
e. Building and deleterious materials shall be removed from all basement and subgrade areas in preparation for filling.
4. Perform backfill of basement and subgrade areas
a. All work shall be performed in full per the Cardno recommendations letter dated 9/11/2014 (attached).
b. Prior to filling, representative samples of proposed fill materials shall be collected and tested per the Cardno letter. (note the lead time)
c. Contractor shall communicate with Cardno regarding scheduling of tests and inspections.
d. Earthwork shall be graded to drain and rolled with a smooth drum roller.
e. The site shall be then proofrolled where any unsuitably soft subgrade zones shall be undercut until stable soils are encountered and replace with suitable fill
f. The final surface shall be a 6”
RFP for Louisville Metro Government’s need for Emergency Snow Plowing Services and Deicing #3297
RFP for Louisville Metro Government’s need for Emergency Snow Plowing Services and Deicing #3297
Request For Proposal a contract for a portion of Louisville Metro Government’s need for Emergency Snow Plowing Services and Deicing for twelve (12) month period.
Town of Clarksville – Pump Station Replacement Project
Town of Clarksville – Pump Station Replacement Project
Package A
1. Pump Station 0 Replacement which can be described as follows: two (2) submersible pumps rated at 1,275 gpm each, 10’ diameter wetwell, 7’ x 11’ valve vault, generator with automatic transfer switch, service rack with shelter for control and SCADA panels, electrical equipment, site paving, demolition of existing station and other appurtenances as required for a complete installation.
2. Pump Station 15 Replacement which can be described as follows: two (2) submersible pumps rated at 100 gpm each, 8’ diameter wetwell, 6’ x 8’ valve vault, all site piping as shown on the plans, service rack with shelter for control and SCADA panels, electrical equipment, site paving, demolition of existing station and other appurtenances as required for a complete installation.
3. Pump Station 16 Replacement which can be described as follows: two (2) submersible pumps rated at 200 gpm each, 8’ diameter wetwell, 6’ x 8’ valve vault, all site piping, one 4’ diameter manhole, service rack with shelter for control and SCADA panels, electrical equipment, site paving, demolition of existing station and other appurtenances as required for a complete installation.
4. Pump Station 20 Replacement which can be described as follows: two (2) submersible pumps rated at 300 gpm each, 8’ diameter wetwell, 6’ x 8’ valve vault, service rack with shelter for control and SCADA panels, electrical equipment, site paving, demolition of existing station and other appurtenances as required for a complete installation.
5. Ten (10) 4’ diameter manholes.
6. Two (2) 5’ diameter manholes
7. 660 LF of 4-inch force main.
8. 25 LF of 6-inch force main.
9. 1,635 LF of 12-inch force main.
10. 520 LF of 8-inch gravity sewer
11. 55 LF of 10-inch gravity sewer.
12. 95 LF of 18-inch gravity sewer.
13. 6-inch Property Service Connection
14. 6,220 SY of Milling and Pavement Restoration
15. 43 LF of Concrete Encasement
Package B
1. Pump Station 8 Replacement which can be described as follows: two (2) submersible pumps rated at 200 gpm each, 8’ diameter wetwell, 6’ x 8’ valve vault, service rack with shelter for control and SCADA panels, electrical equipment, site paving, demolition of existing station and other appurtenances as required for a complete installation.
2. Pump Station 13 Replacement which can be described as follows: two (2) submersible pumps rated at 100 gpm each, 8’ diameter wetwell, 6’ x 8’ valve vault, service rack with shelter for control and SCADA panels, electrical equipment, site paving, demolition of existing station and other appurtenances as required for a complete installation.
3. Pump Station 14 Replacement which can be described as follows: two (2) submersible pumps rated at 250 gpm each, 8’ diameter wetwell, 6’ x 8’ valve vault, service rack with shelter for control and SCADA panels, electrical equipment, site paving, demolition of existing station and other appurtenances as required for a complete installation.
4. Pump Station 22 Replacement which can be described as follows: two (2) submersible pumps rated at 200 gpm each, 8’ diameter wetwell, 6’ x 8’ valve vault, service rack with shelter for control and SCADA panels, electrical equipment, site paving, demolition of existing station and other appurtenances as required for a complete installation.
5. Four (4) 4’ diameter manholes.
6. 17 LF of 4-inch force main.
7. 167 LF of 6-inch force main.
8. 44 LF of 8-inch force main.
9. 86 LF of 8-inch gravity sewer.
10. 35 LF of 10-inch gravity sewer.
11. 25 LF of 12-inch gravity sewer.
Powell County – Beech Park Water Treatment Plant Floor Repair
Powell County – Beech Park Water Treatment Plant Floor Repair
The construction of an electrical room addition to allow for the demolition and repair and replacement of the SuperPulsator area operating floor after the electrical components have been relocated to the new room. Also, the replacement of the existing buildlnqs back wall and the replacement or relocating of existing equipment.
Lower Howard’s Creek Nature and Heritage Preserve Trail Improvement Project
Lower Howard’s Creek Nature and Heritage Preserve Trail Improvement Project
This work will restore historic pioneer era roads as trails located within the Lower Howard’s Creek Nature & Heritage Preserve. The scope of work includes the following: installation of sediment and erosion contro l measures, clearing / grubbing of overgrown understory vegetation, stabilization of the trails , repair of stone retaining, boundary, and turnpike fences, the installation of a vault toilet, expand ed metal grating ditch crossings, proposed plantings, and the construction of a entrance kiosk with interpretive sign panel.
14-163 / 34th Street Area Water Main Replacement Project
14-163 / 34th Street Area Water Main Replacement Project
Louisville Water Company is requesting Bids for Installation of 1,035 +/- linear feet of 12-inch Pressure Class 350 ductile iron water main, 3,355 +/- linear feet of 8-inch Pressure Class 350 ductile iron water main, 685 +/- linear feet of 6-inch Pressure Class 350 ductile iron water main and 285 +/- linear feet of 4-inch Pressure Class 350 ductile iron water main. Also included with the project is the installation of 5 fire hydrants and the transfer, renewal, relocation or discontinue of 126 customer services.
The work to be performed consists of: Caveland Manor Apartments: KY 067-01
A. Window Replacement (Contractor is responsible for installing two sample windows prior to ordering windows).
Oldham County Environmental Authority New Regional Wastewater Treatment Plant
Oldham County Environmental Authority New Regional Wastewater Treatment Plant
Construction of a new 1.25 mgd Wastewater Treatment Plant in Oldham County Kentucky. The Plant processes include headworks , master pump station, 3 Basin-Sequencing Batch Reactors (SBR), wasted sludge storage tank, post equalization tank, effluent pump system and UV disinfection system. The work includes all site work, piping, electrical and control systems as necessary for a complete treatment plant, ready for continuous operations by Oldham County Environmental Authority.
Work of this proposed contract comprises of an interior fit-up to include new finishes such as solid vinyl tile, carpet, lay-in ceiling system , paint, and casework. Replacing HVAC units and new ductwork, new lighting and wiring, new fire protection system. Replace plumbing fixtures.
Lexington Fire Department Restroom Renovation Fire Station 01
Lexington Fire Department Restroom Renovation Fire Station 01
Consisting of the construction and/or furnishing of items as listed in the Bid Schedule beginning on page P-6, Part III, Form of Proposal, of this document, for the Lexington Fayette County, Kentucky.
Fire Station #1 restroom renovation includes the demolition of the existing restroom with shower and renovation construction for two restrooms with showers on the second floor of the historic fire station. The existing construction is brick veneer on clay tile substrate exterior and bearing walls, wood studs/plaster wall finish, plaster ceiling on wood framing. In general the new finishes will be gypsum board and ceramic tile. DWV piping will extend down to the existing sanitary connection in the basement through a new chase, working with and around the exiting structural system. The new rest rooms will have all new HVAC, plumbing and electrical work. Existing utilities are to be extended to the new location for piping, electric and HVAC.
City of New Albany Flood Control District Improvements
City of New Albany Flood Control District Improvements
Project Description:
Removal of six raised concrete crosswalks and adjacent portions of asphalt pavement.
Removal of a curb ramp and associated concrete sidewalk that accesses greenway.
Construction of five raised asphalt crosswalks and one flush asphalt crosswalk.
Construction of a curb ramp and associated sidewalk that accesses greenway.
Crosswalks will utilize an imprinted aggregate reinforced preformed thermoplastic pavement marking system.
Pavement markings for Water Street, crosswalks and associated parking areas.
Removal and installation of signage.
Using phased construction to retain access to boat ramp.
