CCK-2274-18 North Central 4-H Camp Wastewater Improvements
CCK-2274-18 North Central 4-H Camp Wastewater Improvements
Please Note: Addendum 1 has changed the Bid Date
PROJECT DESCRIPTION:
A. These Specifications and the accompanying Drawings describe the work to be done
and materials to be furnished for the construction of Contract 600-76-17, North Central
4-H Camp, Wastewater Improvements, 260 Camp Road, Carlisle, Nicholas County,
Kentucky, University of Kentucky, Lexington, Kentucky.
B. The Work is located at the North Central 4-H Camp, Wastewater Improvements, 260
Camp Road, Carlisle, Nicholas County, Kentucky.
C. Major work items in this Contract include:
Complete construction of 1 duplex, 80 gpm submersible wastewater pumping station
with pumps, wetwell, valve vault, connecting piping, electrical equipment, force main
tie-in to an existing gravity sewer located on Green Valley Street in Carlisle, and all
accessories as shown on plans and specifications.
Georgetown Municipal Water & Sewer Service – Collections – Distribution Center
Georgetown Municipal Water & Sewer Service – Collections – Distribution Center
PROJECT DESCRIPTION:
The program of work for which bids are to be submitted consists of constructing a new approximately 6,500
square feet pre-engineered metal building with covered exterior storage area and CMU walls, three garage
bays, storage area, utility and toilet area, overhead crane system, site preparation, underground detention
basin, paving, fencing, engineered concrete block retaining wall, cast-in-place concrete retaining wall, all
associated appurtenances and miscellaneous items, including all other associated electrical, mechanical, and
structural work, including all related appurtenances, connections to existing utilities and other work for a
complete installation
Estimate:
$124,175.00 Estimated Length of Project:
(Substantial Completion) + 90 Calendar Days (Final Completion)
The project is located on the Williamson quadrangle in Pike County. It can be found along US 119 near the community of Belfry, Ky. N 37° 37’ 55.20”, W 82° 15’ 42.00”. A small slide has come down on the back of the Harris residence. The slide occurred after a recent heavy rain event, and after further investigation, appears to be saturated by mine drainage coming from a previously worked area above.
Reclamation efforts include the construction of a non-reinforced concrete wall behind the residence to hold material in place. Culvert pipes, drop boxes, and subdrains will be installed to control groundwater and runoff. This should divert all water away from the slope and routed to drainage below the residence. Various items such as dense graded aggregate, concrete and bituminous have been added for access and to repair any damage due to reclamation efforts. Some structures will need to be removed for access and work but will be replaced before work ceases. Included in these structures are a small shed directly in the work area. Also included is a deck with a closed in space below. Plans for replacement of this deck are to reconstruct the deck to match size, height and location of the existing deck. In lieu of replacing the enclosed area below the deck, the landowners have requested a roof/covering be constructed over the deck area above. This covering will be constructed of simple framing and metal roofing.
Any waste generated at this site will be taken to a bond forfeited site in Money Branch. Silt will be controlled during all phases of reclamation to minimize silt leaving the reclamation area. All disturbed areas will be vegetated using lime, fertilizer, residential seed, and mulch. No tree removal is anticipated with this project.
Estimate:
$ 46,000.00 Estimated Length of Project:
(Substantial Completion) + 60 Calendar Days (Final Completion)
The site is located along Clear Fork Road approximately 1.9 miles from the intersection with
Kentucky Highway 1088 just past the Knott County line at coordinates N 37° 17’ 7.6”, W 83° 5’ 26.9”.
The project consists of constructing a total of 3 Gabion Silt Checks in the existing drainage above the residence, cleaning sediment out of approximately 375 linear feet of existing drainage, cleaning out and replacing 40 linear feet of 36” pipe under Clear Fork Road, and cleaning up flood debris for the yard of the residence.
Waste will be placed behind a garage on neighboring property that was part of a waste area for previous AML Projects in the area.
LFUCG Division of Parks & Recreation – Loudoun House Window Repairs
LFUCG Division of Parks & Recreation – Loudoun House Window Repairs
PROJECT DESCRIPTION:
Consisting of the construction and/or furnishing of items as listed for the Loudoun House
Window Repair, 209 Castlewood Drive, Lexington-Fayette County, Kentucky.
The project consists of the renovation & upgrades for 6 bathing suites plus 1 additional suite as an alternate for Western State Hospital in Hopkinsville, KY.
The work includes but not limited to:
Selective demolition, wood door replacement, shelving, cabinets, resinous wall and floor coating system, toilet partitions, toilet accessories, acoustical ceiling replacement, painting plumbing fixtures and new lighting.
Sealed Bids addressed to the Louisville and Jefferson County Metropolitan Sewer District, 700 West Liberty St., Louisville, Kentucky 40203 for the construction of
411 Mayfair Lane Drainage Improvement Project, Contract No. 2018-011 , Budget ID No. C18253, will be received at the office of MSD until 10:00 am, Local Time, December 28, 2017 and will be publicly opened and read at that place and time.
Description and location of Project: This unit base construction order for the 12-inch pipe, 12-trench drain, and catch basin installation along Mayfair Lane in Metro Council District 9.
All work shall be done in accordance to MSD’s Standard Specifications.
There will be no pre-bid meeting held for this project.
The Engineer’s Construction Cost Estimate for this project is between $50,000.00 to $70,000.00.
The bid documents will be available on, December 11, 2017, online at www.msdbids.com. The charge for each set of bid documents is outlined on the above-referenced web site.
Persons wishing to view the bid documents may do so online at www.msdbids.com, or at the following locations: Builders Exchange of Louisville, Inc., 2300 Meadow Drive; Associated Builders & Contractors of Kentuckiana, 1810 Taylor Avenue; and F. W. Dodge, 1812 Taylor Avenue; all located in Louisville, Kentucky; and the Associated General Contractors of Kentucky, 2321 Fortune Drive, Suite 112, Lexington, Kentucky.
The Project Manager for this Invitation to Bid is Joseph S Exely. All inquiries and questions prior to the bid opening shall be directed, in writing, to MSD’s Procurement Buyer Kevin Schmidt E-mail: kevin.schmidt@louisvillemsd.org. Questions received less than five days prior to the date for opening of bids may not be answered. Only answers by formal written Addenda will be binding. Oral and other interpretations or clarifications will be without legal effect. All inquiries and questions between the bid opening and the contract awarding shall be directed, in writing, to MSD’s Chief Engineer, Angela Akridge, P.E.
IF THE ENGINEER’S CONSTRUCTION COST ESTIMATE IS $50,000 OR MORE, the Minority Business Enterprise and Woman Business Enterprise (MBE/WBE) participation goals shall be applicable to all contracts and comply with MSD’s Interim Supplier Diversity Policy and Guidelines (Interim Policy). The Interim Policy is considered as one of the elements of responsiveness in a bid. Bidders must subcontract at least 15.0% of the total amount of the Contract Bid price to a certified MBE and 6.0% to a certified WBE, or if the Contractor is unable to meet the goals, must demonstrate adequate “GOOD FAITH EFFORTS” in accordance with the Interim Policy. See (MSD Construction-Related MBE/WBE Documents and Forms at http://www.msdlouky.org/insidemsd/diverse ). Each bidder is responsible for careful review of the Interim Policy requirements contained in the bid documents. Failure to comply with the Interim Policy may be grounds for rejection of the bid as non-responsive.
All inquiries and questions prior to the bid opening shall be directed, in writing, to MSD’s Procurement Buyer, Kevin Schmidt at kevin.schmidt@louisvillemsd.org.
MSD Interim Supplier Diversity Policy and Guidelines for this project is as follows:
15% MBE and 6 % WBE participation is required for this project
LOCAL LABOR PREFERENCE: NO
The Contract will be awarded on the basis of the lowest responsive, responsible bid, subject to the approval of the Board of MSD. MSD reserves the right to reject any or all bids or waive any informality in any bid.
LOUISVILLE AND JEFFERSON COUNTY
METROPOLITAN SEWER DISTRICT
PROJECT DESCRIPTION: The project consists of a New Ammonia Feed Building, Bulk
Storage Tanks, Chemical Feed System, Chloramine Analyzer, SCADA System Upgrades, five (5) remote Chlorine Monitoring Stations, and associated
appurtenances.
Knox County Board of Education – Lynn Camp Softball Restroom Project
Knox County Board of Education – Lynn Camp Softball Restroom Project
PROJECT DESCRIPTION:
Furnish all necessary labor, materials, tools, machinery, warranties, and
all other items required to construct a masonry restroom structure to meet plans and
specifications. Work to include, but not limited to; masonry, poured concrete, metal roofing,
painting, lighting, electrical, ventilation and minor site grading.
CALL 306 CONTRACT ID 171041 MADISON COUNTY FD04 SPP 076 0025 004-006 : RICHMOND ROAD(US-25) IMPROVE ROADWAY, SIDEWALKS, AND BIKE PATHS ON US-25 BETWEEN ELLIPSE STREET TO GLADES ROAD AND THEN CONTINUES ON TO THE BEREA BYPASS., A DISTANCE OF 1.30 MILES. ASPHALT SURFACE WITH GRADE & DRAIN. SYP NO. 07-08505.00.
CALL 304 CONTRACT ID 171048 HOPKINS COUNTY FD04 SPP 054 041A 000-002 : US-41A AT DIXON ROAD WIDEN US-41A FROM YORKWOOD PLACE TO US-41/KY-281., A DISTANCE OF 1.78 MILES. GRADE & DRAIN WITH ASPHALT SURFACE. SYP NO. 02-00137.20
CALL 303 CONTRACT ID 171254 FRANKLIN COUNTY FD04 SPP 037 0060 009-011 : EAST MAIN STREET (US 60) (MP 9.338) ENHANCEMENT OF US 60 (EAST MAIN STREET) FROM MARTIN LUTHER KING BOULEVARD TO SCHENKEL LANE IN FRANKFORT (MP 10.148), A DISTANCE OF 0.81 MILES. GRADE & DRAIN WITH ASPHALT SURFACE. SYP NO. 05-00600.00.
CALL 300 CONTRACT ID 171253 BOYD COUNTY FD04 SPP 010 0023 014-015 : US 23 WIDENING (MP 14.458) SAFETY UPGRADE AND CONSTRUCT TURN LANES ON US 23 AT 12TH STREET IN CATLETTSBURG (MP 14.558), A DISTANCE OF 0.15 MILES. GRADE & DRAIN WITH ASPHALT SURFACE. SYP NO. 09-08801.00.
CALL 111 CONTRACT ID 171046 RUSSELL COUNTY HSIP 5144 (009) : KY-76 AT FONT HILL REALIGN THE INTERSECTION OF KY-76 AND KY-80 IN RUSSELL COUNTY., A DISTANCE OF 0.70 MILES. GRADE & DRAIN WITH ASPHALT SURFACE. SYP NO. 08-09005.00.
CALL 107 CONTRACT ID 171256 NICHOLAS COUNTY NHPP 0681 (033) : PARIS – MAYSVILLE ROAD (US 68) RECONSTRUCT PARIS TO MAYSVILLE ROAD FROM MILLERSBURG TO KY 1455 AT CARLISLE (SECTION 3), A DISTANCE OF 6.25 MILES. GRADE, DRAIN & SURFACE WITH BRIDGE. SYP NO. 07-00310.30.
Project Location: Nicholas County, Kentucky More Details
171050 Clay Co. Call 106
Kentucky Transportation Cabinet
CALL 106 CONTRACT ID 171050 CLAY COUNTY STP 6000(112) : MEMORIAL DRIVE(KY-2432) RECONSTRUCT KY-2432 FROM SECOND STREET IN EAST MANCHESTER NORTH TO THE LEFT FORK OF COAL HOLLOW ROAD(MP 2.10)., A DISTANCE OF 3.41 MILES. GRADE, DRAIN & SURFACE WITH BRIDGE. SYP NO. 11-08001.00.
CALL 105 CONTRACT ID 171047 GREEN COUNTY STP 5105 (45) : US-68 ADDRESS SAFETY AND GEOMETRIC DEFICIENCIES ALONG US-68 AT MICKEY VAUGHN CURVE BEGINNING AT THE END OF RUSSELL CREEK BRIDGE(MP 10.802) EXTENDING EASTERLY TO MP 11.607., A DISTANCE OF 0.78 MILES. GRADE & DRAIN WITH ASPHALT SURFACE. SYP NO. 04-00398.01
CALL 104 CONTRACT ID 171255 MORGAN COUNTY STP 4602 095 : MAIN STREET (KY 7) (MP 0.134) RECONSTRUCTION / WIDENING OF MAIN STREET (KY 7) IN WEST LIBERTY BEGINNING AT RIVERSIDE DRIVE (CS 1058) AND EXTENDING NORTH TO 0.159 MILES NORTH OF INTERSECTION WITH CEDAR ROAD (CS 1053) (MP 0.500), A DISTANCE OF 0.44 MILES. ASPHALT SURFACE WITH GRADE & DRAIN. SYP NO. 10-00293.10.
CALL 102 CONTRACT ID 171261 ROCKCASTLE COUNTY NHPP IM 0752 (095) : I-75 (ROCKCASTLE COUNTY) (MP 60.100) TENNESSEE STATE LINE – LEXINGTON; WIDEN I-75 TO 6 LANES FROM 1.1 MILES N US 25 INTERCHANGE AT MT. VERNON N TO 1.85 MILES N GREEN HILL ROAD OVERPASS (MP 64.500), A DISTANCE OF 4.42 MILES. GRADE, DRAIN & SURFACE WITH BRIDGE. SYP NO. 08-00006.20.
CALL 101 CONTRACT ID 171258 PIKE COUNTY NHPP 0806 (48) : US 460 PIKEVILLE TO VA STATE LINE; US 460 / KY 80 AT BEAVER CREEK NEAR BEAVER BOTTOM (SECTION 7A-2) RAMP 2, A DISTANCE OF 1.89 MILES. GRADE, DRAIN & SURFACE WITH BRIDGE. SYP NO. 12-00263.74.
CALL 100 CONTRACT ID 171049 PERRY COUNTY NHPP 0151(086) : KY-15 BYPASS IMPROVE SAFETY, UPGRADE GEOMETRICS, AND ADDRESS CAPACITY ISSUES FOR KY-15 IN PERRY COUNTY FROM MORTON BLVD. TO KY-15 BYPASS., A DISTANCE OF 3.40 MILES. GRADE, DRAIN & SURFACE WITH BRIDGE. SYP NO. 10-00158.00.
Letcher County Water & Sewer District – Hallie And Turkey Creek Areas Water System Extensions Red Star Phase 2
Letcher County Water & Sewer District – Hallie And Turkey Creek Areas Water System Extensions Red Star Phase 2
PROJECT DESCRIPTION:
The work to be bid is described as follows:
CONTRACT 519-09-01B
Approximately 13,875 linear feet of 8-inch and 10,977 linear feet of 3-inch and
4-inch water main and related appurtenances.
Description and location of Project: This unit based construction order for the 12-inch, 15-inch, 18-inch, and 24-inch pipe installation along 9213 Mitchell Lane in Metro Council District 25.
PROJECT DESCRIPTION:
The project will renovate and expand the UK Research and Education Center at Princeton for the new Grain Center of Excellence. The new Grain Center of Excellence will allow the University to conduct research on intensive agricultural production practices, to study water
quality issues, and to help define the environmental footprint of intensive agriculture. This will
ultimately benefit Kentucky producers by providing new applications and technologies
resulting in increased yields, reduced inputs and higher economic returns.
The existing facility will be expanded by an additional 17,425 square feet and will include a multi-purpose space with large equipment access. Renovations to the existing facility will cover approximately 38,190 square feet and are needed to tie the current facility into the
expansion and ensure that the renovated and expanded facility meets modern safety and energy efficiency standards. This project includes upgrades and replacement of floor tiles,
windows, ceiling tiles and grid, entrances, lighting, HVAC system, fume hoods, fire alarm and roof to the existing structure.
When complete, the new Grain Center of Excellence will include a large multi-purpose space,
seed storage and handling room, seed/plant drying room, seed cold storage room, grinding
room, research laboratories, general storage rooms, updated offices for faculty, staff, and students, food preparation rooms, conference room, smart classrooms, office administration areas, and rest rooms.
This project includes the following Alternates:
No. 1 (Lab Addition Expansion, Area C):
No. 2 (Seminar Classroom Addition, Area A):
No. 3 (Increased Size of the Front Canopy, Area A):
No. 4 (Office Addition Expansion, Area B):
No. 5 (Enhanced Building Finishes, Areas A, B, & C):
No. 6 (Coated Foam Roofing, Areas A, B, & C):
In addition, this project includes the following Allowances:
Allowance No. 1: Unit-Cost Allowance: Include the sum of $450.00 per thousand for face brick
to match existing as specified in Section 042000 “Unit Masonry” and as shown on
Drawings.
Allowance No. 2: Lump-Sum Allowance: Include the sum of $30,000 for brick and concrete
masonry repointing as specified in Section 040120 “Brick Masonry Repointing. This
allowance includes material cost, receiving, handling, and installation, and
Contractor overhead and profit.
Allowance No. 3: Lump-Sum Allowance of $(To be Released by Addendum) for the
contractor to furnish all labor, materials, equipment and services required to provide
the fire alarm system as specified.
Allowance No. 4: Lump Sum Allowance of $(To be Released by Addendum) for the
contractor to furnish all labor, materials, equipment and services required to provide
a complete temperature control system as specified.
