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.
1. Bathroom Upgrade Base Bid (Three Bedroom Units)
a. Remove existing flooring and install new sheet vinyl with integral base
b. Remove existing plumbing features and install new tub/surround, water closet and vanity
c. Remove existing light fixtures and install new
d. Paint entire bathroom
e. Remove existing bathroom accessories and install new accessories
2. Bathroom Upgrade – bid Alternate No. 1 (Four Bedroom Units)
1. Bathroom Upgrade Base Bid (Three Bedroom Units)
a. Remove existing flooring and install new sheet vinyl with integral base
b. Remove existing plumbing features and install new tub/surround, water closet and vanity
c. Remove existing light fixtures and install new
d. Paint entire bathroom
e. Remove existing bathroom accessories and install new accessories
3. Bathroom Upgrade – Unit Price No. 1 and No. 2 (Two and Four Bedroom Units)
1. Bathroom Upgrade Base Bid (Three Bedroom Units)
a. Remove existing flooring and install new sheet vinyl with integral base
b. Remove existing plumbing features and install new tub/surround, water closet and vanity
c. Remove existing light fixtures and install new
d. Paint entire bathroom
e. Remove existing bathroom accessories and install new accessories
Yatesville Crossing Medical Office Building Shell and FitUp
Yatesville Crossing Medical Office Building Shell and FitUp
The project consists of a 20,733 SF, one shell office building, with a 3,226 SF fit-up for a medical clinic, and a 3,494 SF fit-up for a physical therapy office. Construction of the building consists of masonry/wood frame walls and a wood truss roof on a concrete foundation and masonry foundation walls. The project includes general construction, HVAC, plumbing, electrical and site/civil work.
Buechel Basin Wastewater Systems – Phase IB and II (Alternate) Project
Buechel Basin Wastewater Systems – Phase IB and II (Alternate) Project
Louisville, KY
Phase IB of this project consists of the construction of two surge basins (one concrete, with the other earthen), chemical stabilization using lime, wet well with three high-capacity pumps, rock anchors, effluent gate structure, return flow valve vault, groundwater pump station, above-ground water storage tank, electrical building, standby generation systems, several low capacity pumps, screening building, perimeter drains, landscaping, buried piping, storm drainage, etc. associated with this project. Phase II of this project will be bid as an alternate to Phase IB and consists of construction of an earthen surge basin (approx.87.5 MG), chemical stabilization using lime, buried piping, two high-capacity pumps, landscaping, storm drainage, etc. associated with this project. All excess soil and rock will be stockpiled on-site for each Phase. The project is located to the south of Produce Road, east of Poplar Level Road and west of Jennings Lane.
To install underground steam piping from vault 50 next to KMSF to behind the Hunt Morgan Building. Modify tops on vault 50 steam and chilled water, the Hunt Morgan Vault. Install extension on Greenhouse Vault and new piping. Install new vault to replace existing dirt vault.
The project scope includes 3 seperate bid package that include the removal and replacement of exterior windows/doors, new HVAC system, and public restroom renovation. The work must be substantially complete no later than July 15, 2012.
RFB-173-12 Reroof & Enclose Concourses John H. Gray Bldg
RFB-173-12
This project is to extend the existing roof of the John H. Gray Building to cover the existing concourses at each end. These concourses have been repaired numerous times over the years. The existing center portion of standing seam metal roof (20,600 SF gabled roof at 2:12 slope) will remain in place, minimizing impact to on-going activities in the building. The flutes will be filled with rigid polyisocyanurate insulation, covered with ½” recovery board and roofed with 2-ply SBS modified bitumen roofing sheets. Seismic upgrades have been incorporated at each end of the building by Brown + Kubican as a separate project but the center part of the building has not been upgraded to meet current seismic code. The hip roofs at each end of the third floor will be removed and replaced with a gabled roof (7,575 SF each end, sloped at 2:12) to match the existing remaining center roof area. These roof areas will be extended to cover the entire Second Floor and eliminate the concourses at each end of the building.
A steel frame clerestory entry will be added to increase the stature of the building at the North End, signalling this as the main entry to the Administration Building and Student Services.
The existing brown fascia & soffit panels at the Third Floor Roof and panels at the mechanical penthouses will be updated with metal panels to look more like the Joe C. Davis Building and the Brown Badgett Energy and Technology Building. The new brick will match the existing brick with architectural detailing carried over from adjacent buildings.
The West end will be fit-up for a new Student Services area and the President’s Office, Academic Affairs and Development will be renovated / relocated across the corridor. For continued description, see the Special Conditions