Demo and remove existing 3-story exterior stair case including lead-based paint containment/removal. Demo and remove part of existing concrete basement stairs as shown on plans to facilitate construction of new footer and stairs. Construct new footers and concrete basement stairs as shown on engineer’s plans. Construct new galvanized exterior fire escape/stairs as shown on plans.
Wilmore Streetscape Improvement and Pedestrian Mall Project
Wilmore Streetscape Improvement and Pedestrian Mall Project
The City of Wilmore Streetscape Improvement and Pedestrian Mall Project includes approximately 1085 linear feet of full-death grade, drain and surfacing roadway reconstruction of East College Street and North Walnut Street including a 212 linear feel 7’ x 3’ RCBC. The current one-way portion of Gillispie Street between North Walnut and Lexington Avenue is to be closed to vehicular traffic and reconstructed into a Pedestrian Mall (approximately 340 linear feet). The two-way portion of Gillispie Street within the project area will be resurfaced (approximately 1245 linear feet). Lexington Avenue will be resurfaced (approximately 1245 linear feet). Full-depth construction turnouts on Lexington Avenue will be constructed at the Asbury Theological Seminary Library and Gillispie Pedestrian Mall entrance. Grade, drain and surfacing for new parking lots will be constructed on both sides of Walnut Street at the Gillispie and Walnut intersection and at the Walnut and College intersection. Grade, drain, and surfacing for an 8’ wide multi-use pathway will be constructed between East College Street and Morrison Street (approximately 365 linear feet). Stream reconstruction (approximately 280 linear feet) in included in the project with grade, drain and surfacing for an 8’ multi-use pathway along the stream (approximately 305 linear feet). New sidewalks, lighting, signage, striping, and landscaping will be constructed and installed within the project area. New city water, sewer, and conduit for utilities will be constructed within the project area.
Louisville Water Company is requesting Bids for the installation of approximately 1665 lineal feet of 8-inch PVC water main, 120 lineal feet of 8-inch DWP water main, and 50 lineal feet of 16-inch steel casing (open) cut). Also included with the project is the installation of 3 fire hydrants, the installation, transfer, renewal, or relocation of 8 customer services.
Transylvania Beach Sanitary Sewer, Force Main, Pump Station, and Drainage Improvements
Transylvania Beach Sanitary Sewer, Force Main, Pump Station, and Drainage Improvements
Louisville Water Company (LWC) is requesting bids for the Supply and Installation of approximately 3,750 LF of 12-inch PVC sewer; 270 LF of 1 1/2-inch, 2,540 LF of 2 1/2 -inch and 2,040 LF of 3-inch PVC force main; 435 LF of 4-inch PVC service connections; 28 tees; 15 service stacks; a submersible pump station and control panel; a grinder pump station with connection to a Louisville Water Company control panel; removal and replacement of approximately 2,100 LF of chain link fencing; and miscellaneous appurtances thereto all as shown on the Drawings and Specifications. The drainage portion of the project consists of clearing and grubbing brush and trees and clean up of Louisville Water Company property, construction of approximately 2,550 feet of drainage swale including contouring ground to drain to the swale; seeding and planting; furnishing and installing approximately 180 LF of 24-inch RCP storm sewer and two headwalls; and miscellaneous appurtenances thereto all as shown on the Drawings and Specifications.
You are invited to bid on supplying all equipment, materials, labor, permits, etc for the Downing University Center Renovation: Bid Pkg #1 Site Utility Relocation on the campus of Western Kentucky University. Mr. Dan Chaney, Project Manager shall be in charge of this project. Please contact Warren Whitfield, Manager of Construction Purchasing by e-mail at warren.whitfield@wku.edu for any information or clarifications you may need about the bid. As soon as an answer is available it will be e-mailed back to you. If it affects the bid specifications, a written Advice of Change will be issued to all bidders.
RFB-184-12 Generator Installation Technical Campus Building B
RFB-184-12
The work consists of the following: Supply and install a new emergency diesel generator and concrete pad on the exterior of the building, associated emergency distribution panel and transfer switches. Install new feed switches in the existing switchgear. Rework the existing elevator power feed into the emergency system. Install new branch panels and associated feeds to designated areas of the facility. Remove existing emergency lighting inverter system. Rework existing branch circuit feeds from the emergency lighting inverter system and selected receptacle circuits into the new emergency panels.
CALL 418 CONTRACT ID 122951
GRAYSON, HARDIN COUNTIES
121GR11M102-FE02 & JL04
BRIDGE CLEANING AND PAINTING IN GRAYSON AND HARDIN COUNTIES
GRAYSON COUNTY
FE02 043 0079 B00053N: BRIDGE CLEANING AND PAINTING IN GRAYSON COUNTY KY 79 OVER
LONG ROUGH RIVER . BRIDGE PAINTING & CLEANING.
GRAYSON COUNTY
FE02 043 1214 B00065N: BRIDGE CLEANING AND PAINTING IN GRAYSON COUNTY KY 1214 OVER
GRINDSTONE FORK CREEK . BRIDGE PAINTING & CLEANING.
HARDIN COUNTY
JL04 047 1288 C00030N: BRIDGE CLEANING AND PAINTING WITH REPAIRS IN HARDIN COUNTY
CR 1288 OVER NOLIN RIVER . BRIDGE PAINTING & CLEANING. SYP NO. 04- 8630.00.
CALL 201 CONTRACT ID 122601 JEFFERSON COUNTY
IM 0659(020)
JOHN F. KENNEDY MEMORIAL BRIDGE OVER OHIO RIVER
THE DBE PARTICIAPTION GOAL IS 0.00%.
JEFFERSON COUNTY
FD52 056 0065 136-138: TENNESSEE- LOUISVILLE ROAD (I 65) BRIDGE OVER OHIO RIVER
(MP136.901) . BRIDGE REPAIRS. SYP NO. 5 -801.00 .
JEFFERSON COUNTY
FD52 056 0064 B00202N: I 64 EAST AND WEST TO I 65 NORTH BRIDGE OVER I 64 (MP5.444) .
BRIDGE REPAIRS. SYP NO. 5 -801.00 .
JEFFERSON COUNTY
FD52 056 0064 B00177N: NB EXIT RAMPS TO I-64 EB & WB BRIDGE OVER I-64 EB AND
WITHERSPOON ST. (MP5.459) . BRIDGE REPAIRS. SYP NO. 5 -801.00 .
JEFFERSON COUNTY
FD52 056 0064 B00176N: I 64 RAMP FROM I 65 SOUTH BOUND BRIDGE OVER I 64 (MP5.387) .
BRIDGE REPAIRS. SYP NO. 5 -801.00 .
JEFFERSON COUNTY
FD52 056 0064 B00178N: I 64 RAMP TO I 65 BRIDGE OVER I 64 EB & WITHERSPOON ST (MP5.
391) . BRIDGE REPAIRS. SYP NO. 5 -801.00 .
JEFFERSON COUNTY
FD52 056 0065 B00175N: TENNESSEE- LOUISVILLE ROAD (I 65) BRIDGE OVER I-64 EB& WB &
RIVER ROAD (MP136.506) . BRIDGE REPAIRS. SYP NO. 5 -801.00 .
JEFFERSON COUNTY
FD52 056 0065 4811-B: CLARKSVILLE- LOUISVILLE ROAD (I 65) BRIDGE OVER RIVERSIDE
DRIVE & MARKET ST. (MP0.108 INDIANA) . BRIDGE REPAIRS. SYP NO. 5 -801.00.
CALL 101 CONTRACT ID 121305
JEFFERSON COUNTY
IM 0656 (083): TENNESSEE STATE LINE-ELIZABETHTOWN ROAD (I-65) PAVEMENT AND BRIDGE
REHABILITATION FROM MP 131.24 TO MP 135.43, A DISTANCE OF 4.19 MILES. ASPHALT REHAB
WITH BRIDGE (S).
SYP NO. 05-02008.00.
CALL 103 CONTRACT ID 121303
FRANKLIN COUNTY
IBRD 3005 016: INDIAN GAP ROAD (KY 2919) REPLACE BRIDGE ON INDIAN GAP ROAD OVER CAMP
PLEASANT BRANCH, A DISTANCE OF 0.05 MILES. BRIDGE WITH GRADE, DRAIN & SURFACE.
SYP NO. 05-00466.00.
CALL 349 CONTRACT ID 121003
ADAIR COUNTY
FD04 SSP 001 0704 002-004: FAIRPLAY ROAD (KY 704) CONSTRUCT CURVE WIDENING ON KY-704
10 MILES SOUTH OF COLUMBIA. GRADE & DRAIN WITH ASPHALT SURFACE.
SYP NO. 08-00118.00.
CALL 100 CONTRACT ID 121002
CAMPBELL COUNTY
IM NH 4714(034): ALEXANDRIA-CINCINNATI ROAD (I-471) STRUCTURAL OVERLAY ON I-471 FROM
US-27 NORTH TO THE OHIO STATE LINE. JPC PAVEMENT REPAIRS.
SYP NO. 06-02021.00.
The Scope of work consists of a full resturant ground up build. All mechanical trades will be required as well as glazing, drywall/metal stud, rough carpentry, finish carpentry, tile, acoustic ceiling, painting, and roofing.
RFB-182-12 Electrical Upgrade Phase II Arts and Science Build
RFB-182-12
The Work consists of the following: This project consists of Electrical Upgrade at the
Arts and Science Building located at Henderson Community College in Henderson,
Kentucky. The general scope of this project includes replacement of existing service
transformers and switches with a new pad mounted unit, establishing a new 480V, 3Ø,
4W, 600A service to replace the existing service laterals. A new 15KV pad mounted
switch will be installed to allow the campus’s medium voltage distribution system to be
isolated into segments. Power outages to complete this work will be restricted to the
Owners defined schedule.
RFB-181-12
Mining Building Harlan Campus – Project includes replacing controls on heat pump above ceilings, ceiling fans, and unit heaters. Building already has had a Jace 600-AX installed with graphics that these controls shall be connected to. Existing boilers, pumps, and evaporative tower already have new controls. This project is to complete the building controls.
Chrisman Hall Cumberland Campus- Project includes replacing controls for VAV boxes above ceilings. Building already has had a Jace 600-AX installed with graphics that these controls shall be connected to. Existing pumps and air handler already have new controls. Drawings are noted which VAV boxes are to be included in the bid. Unit prices have been included in the form of proposal to allow additional boxes to be renovated, based on available funds.
RFB-179-12
The project consists of the construction of a 2,000 sf office building. The building is
slab on grade with wood framed walls, vinyl clad double hung windows, R-19 batt
insulation, shop fabricated wood trusses, asphalt shingles, and fiber cement siding.
Typical floor finish vinyl composition tile, wall finish painted gypsum board, ceiling to be
suspended acoustical tiles. The HVAC system is an electric heat pump, The building
will house the following rooms; a large workroom with kitchenette, four private offices,
a small conference room, men’s and women’s restrooms, mechanical room, custodial
room, communications room and reception room. The work also includes a small
concrete parking area 1 space accessible.
The scope of work includes the installation of one duplex grinder pump station, 1,087 feet of 1.5-inch HDPE force main, sixteen manholes, 174 feet of 16-inch steel casing pipe (bore and jack), 3,200 feet of 8-inch PVC gravity sewer, 4,202 feet of 4-inch PVC lateral sewer, and related appurtenances.
Louisville Water Company is requesting Bids for the renewal of lead services in the Shelby Street Area. Design information indicates a total of 160 customer service renewals, 47 customer service discontinues, and 32 meter exchanges.
North Nelson Water District Contract 2 Samuels Rd Water System Upgrades Installation of Materials
North Nelson Water District Contract 2 Samuels Rd Water System Upgrades Installation of Materials
Contract 2 consists of the installation of approximately 19,480 linear feet of 8-inch PVC waterline, 100 LF of Bore and Case for 8-inch waterline and appurtenances.