This Contract provides for the installation of approximately 7,465 linear feet of 36-inch sewer, 1,713 linear feet of 15-inch sewer, 38 linear feet of 12-inch sewer, 62 linear feet of 10-inch sewer, and 1,523 linear feet of 8-inch sewer. This project also includes installing 57 sanitary manholes, erosion control, stream bank restoration, appurtenant work, and eliminating one (1) package plant and four (4) pump stations. The project is generally located along Chenoweth Run Creek from the Chenoweth Run Pump Station to Old Taylorsville Road.
Demolition includes the removal of four commercial buildings totaling 53,600 square feet of floor area, two metal canopies totaling 8,600 square feet, two 20,000 gallon underground fuel storage tanks, two oil-water separators, and one residential single family home along with all environmental remediation of structures. The project location is at the intersection of Logan Street and East Breckinridge Street.
Sag Hollow Sewer Extension Phase 2
Construction shall consist of approximately 1556 LF of 8″ PVC sewer line, one connection to manhole, 8 manholes, 728 lf of 4″ PVC laterals, 22 cleanouts, 20′ of concrete cap, and all other necessary appurtenance.
Booneville, KY Click Here for More Details
2373.0 Replace Woodland Sanitary Sewer
2373.0 Replace Woodland Sanitary Sewer
Contractor shall install sanitary sewer line in the area of the new Woodland Glen housing complex on Woodland Ave. This will include replacement of some existing line. The line will be as per LFUCG standards, and will be turned over to the city at the completion of the project.
Louisville Water Company is requesting bids for the demolition of a 350,000 gallon Standpipe storage tank, booster pump station, underground water mains and related accessories.
Ecton Park Sewer Project
Consisting of the construction and/or furnishing of items as listed in the Bid Schedule beginning on page P-7, Part III, Form of Proposal, of this document, for the ECTON PARK SANITARY SEWER IMPROVEMENTS PROJECT consisting of 1,865 linear feet of 12″ SDR 35 PVC Gravity Sewer, 241 linear feet of 8″ SDR 35 PVC Gravity Sewer, 21 precast manholes, and associated work in Lexington-Fayette County, Kentucky
Lexington, KY
This contract consists of approximately 600 lf of six inch and 1,300 lf of three inch water line, a bore for six inch w2ater main under the CSX Railroad and appurtenances such as gate valves, meters, etc.
Item 1
The landfill slope movements are directly downslope of an area where previous slope repairs were performed in 2009. The slope movements recently observed have resulted in tension cracks in the landfill cap material, a 3 foot high scarp and bulging at the toe of the landfill slope affecting less than 0.5 acres.
The Item 1 slide repairs will consist of the following work tasks:
1. Construction a 10 foot wide and 6 foot high toe berm using crushed limestone rock
2. Excavating the failed slope material behind the rock toe berm, segregating rubbish, debris, and large rock pieces from the excavated soil for disposal.
3. Place the remaining excavated soil as compacted backfill behind (upslope of) the rock toe berm resulting in a flattened landfill slope at the toe.
4. Obtain, place and compact additional select backfill soil (as needed) from designated borrow sites on landfill property to flatten the existing toe of slope.
5. Grade all borrow areas to drain and reestablish vegetation on the slope repair area
Item 2
Access road to the Item 1 work area is provided via a gravel road starting at the Convenience Center and ending about 1,100 feet short of the Item 1 work area. The work task for Item 2 consists of the placement of a six inch thick roadbed of crushed stone to provide wet weather access to the Item 1 work area. Item 2 will be bid an allowance to the contract for construction. The allowance will be added to the approved work scope if in the opinion of the Engineer the gravel roadbed is needed to access the Item 1 work area.
Item 3
The Tire Disposal area is an approximate 0.9 Acre area where tires and other solid wastes were buried. Several tires have recently worked their way to the surface and have been removed by the Landfill Commission. The recent work in this area indicated the soil cap over the solid waste was less than required so additional cover soils will be placed over this area.
The work elements for the Tire Disposal area consist of the following:
1. Strip surface vegetation from the tire disposal area and the borrow source. Stockpile the vegetation in an areas approved in advance by the Engineer.
2. Scarify the stripped surface in the Tire Disposal area.
3. Place grading stakes across the Tire Disposal area on no greater than 25 foot centers, showing the proposed final grade.
4. Place and compact 12 inches of approved cover soil over the entire Tire Storage Area and grade the area for positive drainage.
5. Place 6 inches of approved topsoil over the compacted cover soil.
6. Fertilize, reseed and establish grass vegetation on all areas disturbed by construction activities.
Furnish all labor and materials for the wood flooring, bleaches, painting, and electrical bid packages on the JOHNSON CENTRAL HIGH RENOVATION
Paintsville, KY
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Maywood Pump Station
Maywood Pump Station
The contract consists of approximately 1,050 linear feet of six inch (6″) waterline, one (1) 90 GPM Pump Station and appurtenances.
McKinney,KY Click Here for More Details
Pewee Valley Fire Department Station 2
Pewee Valley Fire Department Station 2
The Pewee Valley Fire District will be accepting sealed bids for a lump-sum contract to construct a new Fire Station to be located on Ash Avenue adjacent to the Kentucky Correctional Institution for Women. The facility is Approximately 10,000 s.f. with three bays, administrative space, a training room, a kitchen and 2nd story living quarters.
The project consists of a new single story above grade fire station located on Main Street in Hiseville, Kentucky. The building is constructed using insulated concrete formed walls (ICF) reinforced with steel bars. The roof is constructed with pre-engineered wood trusses. The interior of the building is constructed with both ICF shear walls and non-load bearing metal studs with gypsum board. The building is equipped with an emergency generator that will provide emergency power for the entire building.
RFB-6-14
Estimate:
$521,830.00
This project is for the construction of approximately 15,000 square yards of asphalt base and surface, 2900 lineal feet of 6’ chain link fence, 900 lineal feet of 4 inch concrete sidewalk, seeding and protection and related items (see plans for additional details) at the existing Consequence Management Building which is currently being constructed. The site is located on the Bluegrass Station property in Avon, Fayette County, Kentucky.
RFB-14-14 Partial Re-Roof District 5-Franklin Co. Equipment
RFB-14-14
Partial Re-Roof District 5-Franklin Co. Equipment
Estimate:
$270,000.00
The Contractor shall furnish all labor, tools, materials, equipment necessary to partially remove, repair and reinstall a single ply PVC thermoplastic membrane roofing system for the District #5, Franklin County Equipment Warehouse Building (SO-37-519A) located at 1231 Wilkinson Boulevard in Frankfort, Kentucky all in accordance with the Plans and Specifications. The approximate area of work is 60,000SF not including the area of the stepped parapets. The work shall be inclusive of all accessories and miscellaneous work required to provide a complete roofing system as specified herein. All work required shall be executed in strict compliance with all regulatory codes and/or governing agencies with jurisdiction over this project. Contractor shall field verify all measurements prior to bidding.
RFB-15-14 Re-advertisement of RFB-165-13 Antenna Field
RFB-15-14
Re-advertisement of RFB-165-13 Antenna Field
Estimate:
$468,791.00
In general, these specifications and drawings accompanying them describe the work to be done and the materials to be furnished. This work generally consists of removal of existing equipment and associated infrastructure; demolition of existing towers, site
preparation, design, fabrication and installation of new towers; design and construction of new foundations for new towers; below ground power and electrical utilities; Motorola R56 based grounding, conduit and associated hardware; cable ice bridge and ladders; installation of new towers and poles; all antennas, shelter and associated cabling; connectors, hardware, final grading and final test; and testing/commission of all installed or modified systems.
RFB-12-14 Roof Replacement Kentucky History Center
RFB-12-14
Roof Replacement Kentucky History Center
Estimate:
$414,315.00
This project includes Selective Roof Replacement at the Kentucky History Center located at 100 Broadway Street, Frankfort, KY. The Project includes partial removal of the existing two-ply modified bitumen roof and removal of wet polyisocyanurate and fiberboard cover board and tapered insulation over an existing 1-1/2″ metal deck. The Project also includes removal and replacement of drainage trough materials and scuppers at metal roof areas. Trough replacement materials include polyiso insulation board, dens deck cover board, ice and water shield membrane, and a fully adhered PVC roof membrane cap sheet. Roof scope also includes a minimum amount of misc. gutter and downspout work, new metal copings at the curved parapet wall at the front entry, and new parapet coping joint covers throughout, walkway pads, and new roofing, base flashing and metal flashings at mechanical equipment curbs, liquid flashing at roof penetrations. A twenty year “no dollar limit” Manufacturer’s Roof Warranty on all work is required in addition to a 2 year roofing installer’s guarantee.
Wastewater Treatment Plant Expansion Town of Clarksville
Wastewater Treatment Plant Expansion Town of Clarksville
The scope of work includes the following major items:
1. New 18-inch and 36-inch influent sanitary sewers, including bore and jack under SR 62.
2. New influent pump station with six (6)-70 HP pumps equipped with VFD’s
3. New preliminary treatment building with new mechanical bar/filter screen, screening compactor, forced vortex grit basin, and grit dewatering system.
4. New Orbal oxidation ditch
5. Two (2) new 1O0-foot diameter secondary clarifiers
6. New RAS/IVAS pump station
7. New scum pump station
8. New odor control system
9. New chemical feed system
10. New UV disinfection system
11. Conversion of existing digesters to sludge holding tanks with new air and diffusor piping
12. New blowers to provide air to sludge holding tanks
13. New process water pump system
14. Reconditioning of one (1) existing sludge belt filter press and new sludge feed pumps
15. New sludge belt conveyor
16. New SCADA system for the new WWTP and 35 existing collection system pump stations
17. Electrical systems, including a new 1500 KW generator
18. I&C Systems
19. Demolition of selected structures and components of the existing trickling filter treatment plant
20. Other piping, structures, and appurtenances as required
13-91 / Bullitt County Water Improvement Program Two-Thirds Majority Petition Nichols Hill Road and Ables Mountain Lane 4-Inch Water Main Extension
13-91 / Bullitt County Water Improvement Program Two-Thirds Majority Petition Nichols Hill Road and Ables Mountain Lane 4-Inch Water Main Extension
Louisville Water Company is requesting Bids for Furnish and Install 5,320 +/- lineal feet of 4-inch PVC Dr 18 water main, Furnish and Install 1815 +/ lineal feet 4 inch Ductile Iron Pressure Class 350 non restrained joint water main, Furnish and Install 65 +/-lineal feet 8-inch Ductile Iron Pressure Class 350 restrained and non-restrained joint water main, Install by jack and bore method 40 +/- LF of 16-inch steel casing pipe and appurtenances. Restore the site, all of the above made ready for use in accordance and compliance with the Contract Documents. All pipe will be supplied by the Contractor. Pipe appurtenances and steel casing pipe will be supplied by Louisville Water Company.
Kentucky River Community Care Dogwood Square Apartments
Separate bids for subcontract construction fo portions of Dogwood Square Apartments, including, but not limited to: (1) sanitary sewerage, (2) hot-mix asphalt paving, (3) masonry, (4) HVAC, (5) demolition and removal of existing 2,500 square foot residential dwelling and (6) electrical
