The scope of the project includes the removal of steam and condensate piping in the portion of the utility tunnel from manhole #3 to the mechanical rooms of Kentucky Hall, Chandler Hall, Hill Student Center, and Hathaway Hall. In place of the steam and condensate piping, new chilled water supply and return mains and associated supports will be installed in the same location. Prior to substantial completion, the chilled water plant will be shut down and the new chilled water piping will be connected at the tunnel mains and within the mechanical rooms. Removal of tunnel lids and excavation of direct buried pipe will be required to support this scope. The tunnel lids will be closed by a separate contract. This project will require new direct buried pipe to be regraded to match existing grade and surface.
City of New Albany – 2019 Annual Street Paving and Repairs – Packages 1 & 2
City of New Albany – 2019 Annual Street Paving and Repairs – Packages 1 & 2
The
projects consist of milling, pavement patching, pavement placement, curb ramp replacement, curb,
sidewalk and driveway replacement, pavement striping, and other appurtenant work associated with
pavement improvements to various streets throughout the City.
The primary purpose of this project is to demolish and replace two existing electrical services each consisting of a primary switch, 300KVA 4160V/208V transformer and 1200A/120/208V/3P/4W distribution panel. Both services are located on the first floor concourse level of Freedom Hall.
Oldham County Environmental Authority – Inflow and Infiltration Projects
Oldham County Environmental Authority – Inflow and Infiltration Projects
Please Note: Addendum 01 has changed the Bid Date
This project consists of work required to rehabilitate the portions of OCEA’s gravity sewer collection system. The
work includes but not limited to sewer cleaning works, sewer CCTV taping and review, manhole rehabilitation,
point repairs, sewer lining, service lateral grouting and lining, and sewer replacements. Sewer range in size from 6
inches to 10 inches diameter.
Work shall include all scheduling, road detour planning and implementation, products, equipment, materials and
labor necessary to complete the work including all restoration work necessary to restore all property and roads to a
minimum of pre-existing conditions.
Louisville Water Company is requesting Bids for the furnish and installation of one underground pressure reducing valve (PRV) station and associated water main.
Town of Clarksville – Elimination of Pump Station 5 and Ryan Lane Sanitary Sewer Extension Project
Town of Clarksville – Elimination of Pump Station 5 and Ryan Lane Sanitary Sewer Extension Project
The scope of work includes 2411 LF of 15–inch SDR 35 PVC, 792 LF of 15-inch SDR 26 PVC, 232 LF of 8-
inch SDR 26 PVC, 49 LF of 16-inch of CL 350 DIP gravity sewer;18 manholes; modifications to existing storm
sewer structure; abandoning and demolition of an existing pump station; pavement restoration, including traffic
control; construction of service road/trail, including drainage pipes; other appurtenances as shown on the plans,
and surface restoration.
This package involves the installation work for Bid Package # 01 – Interventional
Services Project. Automated Building Controls; furnish and install a
completed building controls package.
Hardin Co Water District No. 2 – Operations Facility
Hardin Co Water District No. 2 – Operations Facility
Project consists of the renovation of an existing masonry building, which
will include additions and a new free-standing pre-engineered metal building.
City of Jeffersonville – Utica No. 1 Pump Station Replacement
City of Jeffersonville – Utica No. 1 Pump Station Replacement
This project consists of the furnishing and installing of a new pump station, complete with
wet well, valve vault, flow meter, emergency pump connection and control panel,
approximately 2,910’ of 8” force main, approximately 100’ of 8” PVC gravity sewer, asphalt
milling and resurfacing, decommissioning of an existing pump station and all other items
shown on the plans and mentioned in the specifications for a complete project.
Furnishing all labor, materials and equipment and performing all work
necessary for Concrete T-hangar Apron Reconstruction at the Addington Field, Elizabethtown Regional Airport
This package involves the installation work for Bid Package # 02 – Interventional
Services Project. The work will be performed under contract with the Construction
Manager, Turner Construction Company.
CALL 202 CONTRACT ID 195083 BATH, FLEMING COUNTIES 121GR19D083 – STP BRZ KY 1944 (BATH), KY 111 & KY 681 (FLEMING) BATH COUNTY STP BRZ 9030 (040) : KY 1944 (MP 2.701) ADDRESS DEFICIENCIES OF KY 1944 BRIDGE OVER WHITE OAK CREEK (006B00076N), FROM MP 2.701 TO MP 2.715 (MP 2.715), A DISTANCE OF 0.01 MILES. BRIDGE SUPERSTRUCTURE REHAB. SYP NO. 09-10001.00. FLEMING COUNTY STP BRZ 9030 (041) : KY 681 (MP 1.545) ADDRESS DEFICIENCIES OF KY 681 BRIDGE OVER DELANEY CREEK (035B00103N), FROM MP 1.545 TO MP 1.555 (MP 1.555), A DISTANCE OF 0.01 MILES. BRIDGE REPLACEMENT. SYP NO. 09-10021.00. FLEMING COUNTY STP BRZ 9030 (065) : KY 111 (MP 3.863) ADDRESS DEFICIENCIES OF KY 111 BRIDGE OVER DAVIS BRANCH (035B00075N), FROM MP 3.863 TO MP 3.866. (MP 3.866), A DISTANCE OF 0.01 MILES. BRIDGE REPLACEMENT. SYP NO. 09-10020.00.
CALL 201 CONTRACT ID 195082 CASEY, MCCREARY COUNTIES 121GR19D082 – STP BRZ KY 3270 (CASEY) KY 700 & KY 478 (MCCREARY) CASEY COUNTY STP BRZ 9030 (062) : KY 3270 (MP 3.475) ADDRESS DEFICIENCIES OF KY 3270 BRIDGE OVER HOWE BRANCH (023B00077N), FROM MP 3.475 TO MP 3.479. (MP 3.479), A DISTANCE OF 0.01 MILES. BRIDGE SUPERSTRUCTURE REHAB. SYP NO. 08-10008.00. MCCREARY COUNTY STP BRZ 9030 (063) : KY 700 (MP 14.059) ADDRESS DEFICIENCIES OF KY 700 BRIDGE OVER INDIAN CREEK (074B00026N), FROM MP 14.059 TO MP 14.091. (MP 14.091), A DISTANCE OF 0.03 MILES. BRIDGE REPLACEMENT. SYP NO. 08-10003.00. MCCREARY COUNTY STP BRZ 9030 (064) : KY 478 (MP 8.388) ADDRESS DEFICIENCIES OF KY-478 BRIDGE OVER MARSH CREEK. (074B00027N) MP 8.388 TO MP 8.404 (MP 8.404), A DISTANCE OF 0.02 MILES. BRIDGE REPAIRS. SYP NO. 08-10004.00. Project Location: Casey, McCreary Counties, Kentucky
CALL 200 CONTRACT ID 195080 CHRISTIAN, HOPKINS COUNTIES 121GR19D080 – STP BRZ KY 70 (HOPKINS) & US 41 (CHRISTIAN) CHRISTIAN COUNTY STP BRZ 9030 (057) : US 41 (MP 15.333) ADDRESS DEFICIENCIES OF US-41 OVER NORTH FORK LITTLE RIVER (024B00005N), FROM MP 15.33 TO MP 15.347. (MP 15.347), A DISTANCE OF 0.01 MILES. BRIDGE SUPERSTRUCTURE REHAB. SYP NO. 02-1022.00. HOPKINS COUNTY STP BRZ 9030 (058) : KY 70 – BEULAH ROAD (MP 13.460) ADDRESS DEFICIENCIES OF KY-70 BRIDGE OVER SUGAR CREEK (054B00088N), FROM MP 13.460 TO MP 13.474. (MP 13.474), A DISTANCE OF 0.01 MILES. BRIDGE REPLACEMENT. SYP NO. 02-10005.00. HOPKINS COUNTY STP BRZ 9030 (059) : KY 70 – BEULAH ROAD (MP 14.248) ADDRESS DEFICIENCIES OF KY-70 BRIDGE OVER CLEAR CREEK (054B00182N), FROM MP 14.248 TO MP 14.272. (MP 14.272), A DISTANCE OF 0.02 MILES. BRIDGE REPLACEMENT. SYP NO. 02-10006.00.
The Base Bid work involves the repair of damaged floor slab and floor drain in the basement level women’s restroom. Removal of portions of ceramic floor tile and repair with resinous floor system to occur. In addition, overhead slab patching and epoxy injection work will take place in the two utility tunnels beneath the basement level restrooms. Slab-on-grade/vinyl floor tile removal and replacement work located in the main basement corridor in front of the elevator is to be part of Alternate No. 1.
19-26 / Glenview Avenue Area Water Main Replacement Project
19-26 / Glenview Avenue Area Water Main Replacement Project
Louisville Water Company is requesting Bids for distribution water main replacement located in the east end of Louisville Metro on four (4) different streets and one (1) easement, includes; supply and install 1000 +/- linear feet of 12 – inch Pressure Class 350 ductile iron water main (using traditional trench installation techniques), supply and install 985 +/- linear feet of 8 – inch Pressure Class 350 ductile iron water main (using traditional trench installation techniques), supply and install 1715+/- linear feet of 8-inch DR-18 C900 PVC water main (using traditional trench installation techniques), supply and install 520 +/- linear feet of 6 – inch Pressure Class 350 ductile iron water main (using traditional trench installation techniques), supply and install 860+/- linear feet of 6-inch DR-18 C900 PVC water main (using traditional trench installation techniques). Also included with the project is the transfer, renewal, relocation or discontinue of 55 +/- customer services, install five (5) fire hydrants, multiple cut and plugs and restoration of all disturbed areas.
RFB-214-19 KEC SWB Lobby & SWABC Dock Door Hardware
RFB-214-19 KEC SWB Lobby & SWABC Dock Door Hardware
Project Manager Name: Andy Casebier
Phone: (502) 782-0316 Email:
Andy.Casebier@ky.gov
Estimate:
$189,549.00
Estimated Length of Project:
June 14, 2019 (Substantial Completion) + July 14, 2019 (Final Completion)
Project includes upgrades and replacements to doors and hardware in Lobbies and Exhibit Hall loading Dock areas. Work includes demolition, hardware, hollow metal frames, hollow metal doors, and associated painting. Work area is: South Wing Lobby A and South Wing Exhibit Halls A, B, & C.
These projects are being bid as one bid package but will be constructed and managed as
individual projects at each airport. Contracts with each airport sponsor and separate
Performance and Payment bonds payable to each airport sponsor will be required for each
location.
Estimate:
$ 93,550.00
Estimated Length of Project:
(Substantial Completion) + July 31, 2019 (Final Completion)
The Division of Abandoned Mine Lands wishes to receive bids to perform reclamation work on approximately 10 acres of mine land in Lee County, Kentucky. The work will consist of earthwork, gradework, and revegetation of 1 bond forfeiture permits.
at the Kentucky State University Chilled Water Plant. A new exterior pad mounted generator and fuel tank shall be installed with new automatic transfer switches and controls. Life Safety electrical power upgrades will be provided in the chilled water plant. Alternate scope will include removing the generator in the adjacent boiler plant and providing emergency power to the boiler plant from the new chilled water plant generator. Demolition, patching and repairing will be provided for the removal of the existing generator(s).
Add Alternate #1 – Remove Boiler Plant Generator and Transfer switch and provide new Emergency Power Connections to Boiler Plant from new Chilled Water Plant Generator
