14-114/ Bullitt County Extension Program (BCEP) – WorldView Circle Area Main
14-114/ Bullitt County Extension Program (BCEP) – WorldView Circle Area Main
Louisville Water Company is requesting Bids for the installation of 700 +/- LF of four (4) inch ductile iron water main, 725 +/- LF of four (4) inch PVC water main, 200 +/- LF of six (6) inch ductile iron water main and one (1) fire hydrant. A pre-bid meeting to discuss the Project will be held on Tuesday, June 24, 2014 at 10:00 a.m. EST/EDT at Louisville Water Company, 550 South Third Street, Louisville, KY 40202. Attendance at this meeting is strongly recommended. Questions or inquiries relating to this project must be submitted in writing via email at least seven (7) calendar days prior to the bid opening date. All questions and inquiries must be sent to the Buyer, Renee Fromme, email at rfromme@lwcky.com. The Company’s Project Manager’s estimate for the Contract plus Company supplied materials for this Project is $100,001 – $250,000. Pursuant to KRS 337.505-550, if the Company’s Project Manager’s estimate for the Contract plus Company supplied materials exceeds $250,000: (1) the Contractor must pay Prevailing Wage; and (2) a Bid Bond is required. For this Contract, prevailing wage does not apply, and a Bid Bond is not required. Bids will only be accepted from Bidders who have been pre-qualified by the Company in the pre-qualification category or categories that apply to this Bid. This Bid requires prequalification in all of the following prequalification categories: 4” – 16” PVC Water Mains and 4” – 16” Ductile Iron Water Mains. For information about pre-qualification, contact the Buyer listed above. Award of the Contract will be based on base bid pricing and is at the Company’s sole discretion. Alternate bid(s) may or may not be awarded. The Company will award the Contract to the Bidder presenting a Bid that is responsive to the Specifications, is in substantial compliance with the Contract requirements, and presents the lowest and best price for performing the Work making up the base bid. The Company may accept the Bid that the Company determines is in the Company’s best interest, which may not necessarily be the least expensive Bid. Bid Documents may be obtained from Lynn Imaging located at 11460 Bluegrass Pkwy, Louisville, KY 40299, (502) 499-8400 and www.lwckyplanroom.com. One copy of the Bid Documents (includes technical specifications and a full set of plans) will be available at no charge (not including shipping/delivery charges) to Contractors that are prequalified with Louisville Water Company in the category(ies) specified for this bid. For details regarding the charges that apply to non-prequalified contractors, go to www.lwckyplanroom.com
14-111 Filter Drain Valve Replacement at B.E. Payne Water Treatment Plant Phase 3
14-111 Filter Drain Valve Replacement at B.E. Payne Water Treatment Plant Phase 3
Louisville Water Company is requesting Bids for the replacement of four (4) filter drain valves, actuators, and associated piping at the B.E. Payne Water Treatment Plant. A pre-bid meeting to discuss the Project and to tour the work site will be held on Tuesday, June 24, 2014 at 10:00 a.m. EST/EDT. at B. E. Payne Water Treatment Plant, 7400 Upper River Road, Prospect, KY 40059. Attendance at this meeting is strongly recommended. Questions or inquiries relating to this project must be submitted in writing via email at least seven (7) calendar days prior to the bid opening date. All questions and inquiries must be sent to the Buyer, Robin Heitz, email at rheitz@lwcky.com. The Company’s Project Manager’s estimate for the Contract plus Company supplied materials for this Project is $250,001 – $500,000. Pursuant to KRS 337.505-550, if the Company’s Project Manager’s estimate for the Contract plus Company supplied materials exceeds $250,000: (1) the Contractor must pay Prevailing Wage; and (2) a Bid Bond is required. For this Contract, prevailing wage does apply, and a Bid Bond is required. Bids will only be accepted from Bidders who have been pre-qualified by the Company in the pre-qualification category or categories that apply to this Bid. This Bid requires prequalification in the Heavy Construction prequalification category. For information about pre-qualification, contact the Buyer listed above. Bid Documents may be obtained from Lynn Imaging located at 11460 Bluegrass Pkwy, Louisville, KY 40299, (502) 499-8400 and www.lwckyplanroom.com. One copy of the Bid Documents (includes technical specifications and a full set of plans) will be available at no charge (not including shipping/delivery charges) to Contractors that are prequalified with Louisville Water Company in the category(ies) specified for this bid. For details regarding the charges that apply to non-prequalified contractors, go to www.lwckyplanroom.com.
Purchasing and furnishing all labor, resources, supervision, materials, supplies, equipment, facilities and programming to install the Landrum Bridge Repairs.
This project consists of the removal and replacement of runway and taxiway PCC pavement slabs and the associated in-pavement lights, asphalt milling and overlay of aircraft shoulder pavement, the replacement of drainage inlet top slabs, the installation of aircraft shoulder pavement and the routing and sealing cracks in PCC concrete.
AML Reclamation Project
Estimate:
$236,095.00
The site can be found on the USGS Matewan, W. VA.-KY quadrangle. The project involves an unstable hillside that threatens several residences along Barrenshee Creek Road. Numerous complaints have been received by Kentucky’s Division of Abandoned Mine Lands (AML) and numerous investigations have been performed. The Office of Surface Mining (OSM) has completed one project that involved the closing of a mine portal and handling of the drainage but has since failed.
The final design plan consists of constructing a reinforced concrete retaining wall behind Mrs. Bush’s home. The retaining wall will be approximately 8 ft behind the home and will be 11 ft tall (9 of which will be above ground). This wall will protect the home from potential movement of the hillside and will control the seepage coming from the hillside. The retaining wall is 80 linear feet will have a chain linked safety fence on top of it.
A 75 linear foot permanent debris barrier wall is being proposed below the existing shed location. This wall will protect the yard area from potential shallow landslides from the hillside slope. The debris barrier wall spans the drain coming from the hill. This is the most likely area for material to flow from a shallow landslide if one was to occur. A gabion trapezoidal ditch is being proposed in the drain. The ditch will start above the debris barrier wall and will flow underneath the wall. The ditch will outlet into a concrete headwall and a 24 inch HDPE pipe will carry the water across the yard. The pipe will outlet through another concrete headwall into Barrenshee Creek.
Boone National Guard Center
Estimate:
$492,300.00
The Commonwealth of Kentucky Finance and Administration Cabinet, Division of Engineering and Contract Administration (DECA), on behalf of Division of Emergency Management (KYEM) and Department of Military Affairs (DMA) are replacing the existing Emergency Operations Center (EOC) antenna field structures located at the Boone National Guard Center (BNGC) in Frankfort, Kentucky. In general, these specifications and accompanying drawings 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 foundation and associated cabling; connectors, hardware, final grading and final test; and testing/commission of all installed or modified systems. KYEM and DMA currently operate high frequency (HF), Very high frequency (VHF) and Ultra high frequency (UHF) systems to support Public Safety, Emergency Management, Amateur Radio Emergency Services (ARES), Radio Amateur Civil Emergency Service (RACES), Military Auxiliary Radio System (MARS).
AML Reclamation Project
Estimate:
$145,715.00
The main issue at this site is drainage. AML plans to direct the water away from the currently saturated properties and into existing ditches. This will involve the installation of 2 Drop Boxes, 100 L.F. of Double Barrel Modified Subdrain (18” non-perforated pipe above 12” perforated pipe), 160 L.F. of Modified Subdrain with 12” pipe, and 215 L.F. of Modified Subdrain with 8” pipe below approximately 1,720 S.F. of Tied Concrete Block Mat Ditch. One existing Culvert will be removed, one existing Culvert will be replaced (as necessary, with Headwalls) and two new Culverts will be installed with Headwalls, as appropriate. All culverts to be installed shall be RHDPE Pipe (Steel Reinforced), or approved equal. Additionally, AML plans to construct approximately 40 L.F. of a 4.5’-tall Non-Reinforced Block Wall (Type II) to stabilize an existing cut out. Ditches within the construction limits shall be cleaned out, as directed by the Engineer. Silt Barriers and prompt establishment of Vegetation within all disturbed areas will provide sediment control. For continued description, see Special Conditions.
Boone National Guard Center
Estimate:
$ 76,882.00
This project involves renovations and interior fit-up to the Armory No. 1 facility located at Boone National Guard Center in Frankfort, KY. Renovations include the following: Area 1 – old crew rest lounge, Area 2 – large classroom with operable partition wall, computer lab, and conference room. Demolition will include removal of (3) operable partition walls (2 of which are fixed in place), abandoned-in-place wall mounted heat registers, acoustic ceiling tile systems, and associated electrical and mechanical components including light fixtures, outlets, diffuser grills, etc. A separate floor tile abatement project will occur prior to general construction activity for Area-2. New components and finishes to include: fixed partition walls, doors for new offices, VCT flooring, painted walls, 2’x4’acoustic ceiling tile system (grid + tile), lighting fixtures, an operable partition wall, and various electrical and mechanical components (power, voice/data, diffusers, etc.).
This is a new restaurant including site work. The owner will be providing the wood trusses, structural steel, HVAC equipment, light fixtures, switch gear, fire and security alarm, kitchen equipment & hoods, casework and décor. Additional Owner items are listed in the bid documents.
Boone National Guard Center
Estimate:
$ 76,882.00
This project involves renovations and interior fit-up to the Armory No. 1 facility located at Boone National Guard Center in Frankfort, KY. Renovations include the following: Area 1 – old crew rest lounge, Area 2 – large classroom with operable partition wall, computer lab, and conference room. Demolition will include removal of (3) operable partition walls (2 of which are fixed in place), abandoned-in-place wall mounted heat registers, acoustic ceiling tile systems, and associated electrical and mechanical components including light fixtures, outlets, diffuser grills, etc. A separate floor tile abatement project will occur prior to general construction activity for Area-2. New components and finishes to include: fixed partition walls, doors for new offices, VCT flooring, painted walls, 2’x4’acoustic ceiling tile system (grid + tile), lighting fixtures, an operable partition wall, and various electrical and mechanical components (power, voice/data, diffusers, etc.).
Frankfort, Kentucky
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Demolition of William Casey Elementary and John Adair Intermediate Schools
Demolition of William Casey Elementary and John Adair Intermediate Schools
A complete set of plans and specifications is available for a refundable deposit of $50.00, payable to Sherman Carter Barnhart Architects. We must receive a check for this amount.
The Project consists ofa new building of 7,120 square feet. The project is located at 1400 Fortune Drive, Winchester, Kentucky. The building is concrete block exterior bearing walls, wood roof trusses with metal roofing, aluminum and glass doors and fixed frame windows and hollow metal doors and frames. Interior walls are wood studs with painted gypsum board. Ceilings are painted gypsum board and suspended acoustical panels. Floors are polished concrete. The project also includes site work, electrical, heating and air conditioning and plumbing.
Please Note – the Technical Specifications and Plans for the Low Voltage Package are the same as the Technical Specifications and Plans for Design Release 3A and 3B. Only the Bid Manual is different.
Trade Contracts shall include:
Work Category Number SS – Communications
Work Category Number TT – Audio Visual
Work Category Number UU – Combination bids of Category SS & TT
The work to be performed consists of:
1. Bathroom Upgrades – Base Bid (Zero, One, Two Bedroom Units)
a. Remove existing flooring and install new sheet vinyl with integral base
b. Remove existing plumbing fixtures and install new tub/surround, water closet and vanity
c. Remove existing light fixture and install new
d. Paint entire bedroom
e. Remove existing bathroom accessories and install new accessories
Housing Authority of Richmond Roof Replacement and EIFS Installation
Housing Authority of Richmond Roof Replacement and EIFS Installation
The work to be performed consists of:
A. Building Type “C”
1. Replace front porches
2. Replace back porches
3. EIFS
4. Roof Replacement
5. Stone Installation
The project consists of grade, drain, and pavement for a 3-lane connector road beginning at Highway 227 and ending at the location indicated in the plans near the intersection with the proposed US 460 bypass in Scott County, KY.
AML Reclamation Project
Estimate:
$ 47,520.00
Excavate the portal and install a non-wildlife accessible pipe closure. Install an 8” drainage pipe from the portal drain down the hill to a dropbox structure. Construct a combination ECB ditch and subdrain along the toe of the hillside tied in the dropbox structure. From the dropbox take the drainage to a second dropbox structure at the edge of the driveway and existing deck structure via a new 8” HDPE pipe. From the second dropbox install a 12” HDPE pipe to a new dropbox by the county roadway. There is a gas line running along the county road. Place the box between the gas line and the county road if possible. From the last dropbox install an 18” RCP pipe under the county road and concrete headwall into the stream bank. Bed the RCP in flowable fill and install the concrete headwall recessed into the stream bank and below the existing grade.
Kentucky School for the Deaf
Estimate:
$ 91,000.00
The project includes replacement of existing 49 old walkway post top lighting fixtures throughout the campus around Brady Hall, Kerr Hall, Thomas Hall, Beauchamp Hall, and Middleton Hall. Most of the work includes replacement of pole lights with matching anchor bolt pattern using existing concrete pole bases, replacement of existing branch circuit wiring with new using existing underground branch circuit conduits, connections to various service panels, and replacement of some concrete pole bases.
2239.73/74/75 Patient Care Facility FitOut Final Cleaning
2239.73/74/75 Patient Care Facility Fit Out Final Cleaning
This Bid Package 03 involves Construction Cleaning of the Interior Fit-Out work at the Patient Care Facility. The work will be performed under contract with the Construction Manager, Turner Construction Company.
Manta Student Oriented Housing at Kentucky State University
Manta Student Oriented Housing at Kentucky State University
This project consists of two, five-story dorms that are mirror images of one another. There is approximately 400 total dorm rooms with some fitness, office and study support spaces.
The buildings structure is concrete with some structural steel support and steel canopies. The façade is brick, storefront, formed metal panels and metal siding with metal stud backup. The dorm windows are vinyl. The interior spaces will be metal stud and gypsum walls, vinyl tile and carpeting.
The site will be developed with new utilities, concrete pavements, and furnishings.
This is a LEED project striving for a goal of Certified.
BP-01 thru BP-03 for the construction of the Mantra Student Oriented Housing Project. The work will be performed under contract with the Construction Manager, Turner Construction Company.
Separate bids received for this project shall be submitted for the following work categories:
TC-01 Intermediate Founds (Aggregate Piers)
TC-02 Sitework & Excavation
TC-03 Concrete Found & Structure
TC-04 Site Concrete & Furnishings
TC-05 Asphalt Pavement
TC-06 Segmental Retaining Walls
TC-07 Masonry
TC-08 Roofing & Metal Trim
TC-09 Aluminum Storefront
TC-010 Formed Metal Panels & Siding
TC-011 CFM, Drywall & Ceilings
TC-012 General Trades
TC-013 Misc Steel & Stairs
TC-014 HM Doors & Frames
TC-015 Flooring
TC-016 Painting
TC-017 Elevators
TC-018 Fire Protection
TC-019 Plumbing & HVAC
TC-020 Electrical & Technology
TC-021 Landscaping
