PROJECT DESCRIPTION:
The project consists of construction of a cell phone waiting parking lot adjacent to Terminal Drive; construction of a BGA Employee parking lot expansion adjacent to the existing employee parking lot; relocation of AOA Fence along Terminal Drive; construction of Westside AOA Fence
along Versailles Road. Major items of work to include: 1,281 SY’s of Pavement Removal, 1,350 CY’s of Embankment in Place, 5,152 SY’s of Aggregrate Base, 5,152 SY’s of Bituminous Pavement, 1,337 LF of Black Vinyl Chainlink Fence with embedment and 5,294 LF of Black Vinyl Chainlink Fence without embedment.
Estimate:
$ 81,902.50
Estimated Length of Project:
(Substantial Completion) + 120 Calendar Days (Final Completion)
The Wayland Portal Closures AMLRP is located in Floyd County, Kentucky at N 37° 26′ 35.3” latitude and W 82° 48′ 19.9″ longitude in Wayland, KY. The site can be reached from the Garrett, KY exit off of KY-80, by taking KY-7 S for approximately 4.25 miles to the project area on the left.
The Waste Area at N 37° 26′ 47.7” latitude and W 82° 47′ 59.9″ longitude can be reached by taking KY-7 N, from the project area, approximately 1/4 mile and turning right onto HWY 1086; continuing 1/3 mile and turning left onto 208 Hollow Rd.; and then heading straight up hill to the waste area site.
The Waste Area is a completely disturbed, A1 status Refuse Recovery operation (Permit 836-9038).
Project Area
Three portals are located above KY-7 on the outskirts of Wayland. The portals are draining water, which is causing movement in the hillside below. AML reclamation activities would close the open portals and remove the slide material, threatening KY-7 motorists. The portal area also has dangerous sandstone rock overhangs and sandstone boulders, which would be hoe-rammed into approximately Class II/III sized rocks. The area below the portal would be excavated to rock with ECB transition areas on either side. Excavated rock ditches would be constructed to ensure portal drainage has a direct route to the roadside ditch. Class II ditches would also be constructed along the access road to the portals to divert drainage from the hillside above, into the roadside ditch. An HDPE Pipe and headwalls would be installed beneath the access road entrance to facilitate drainage in the roadside ditch.
Silt fence and/or bales are proposed for proper silt control. A Traffic Control bid item is included to ensure safety of KY-7 motorists while reclamation activities are occurring. A Utility Relocation bid item is included to replace “in kind” qualifying features as disturbed to facilitate the abatement plan. Likewise, a Roadway Stone bid item is included to repair “in kind” any damage to the access roads during normal construction activities.
General
All disturbed areas (site and waste area) would be re-revegetated according to KY
AML standards.
Glasgow Independent Schools – Glasgow High School Softball Field
Glasgow Independent Schools – Glasgow High School Softball Field
PROJECT DESCRIPTION: Project consists of construction of earthwork, a parking lot, a
softball field, press box, dugouts, and a field house. Field house to include restrooms,
locker area, practice area and concession area.
Spencer County Public Schools – Spencer County High School Academic and Athletics Buildings
Spencer County Public Schools – Spencer County High School Academic and Athletics Buildings
PROJECT DESCRIPTION:
Project consists of two (2) classroom addition to existing Spencer County
High School, and the demolition of existing outbuildings currently associated with athletics. Existing structures will be replaced with a new academic/athletics building adjacent to the existing football/track facility. New structure is a an approximately 13,785 sf load-bearing
masonry building with light gauge metal trusses and metal roof assembly. Site improvements include replacement of the existing track, sports lighting, bleachers, site grading and parking, and the relocation of existing greenhouses, and new storage building, new tennis courts, and new bleachers at baseball and softball.
(DEMOLITION AND PREPARATION) – REMOVE ALL EXISTING SHINGLES, FELT, FLASHING, COUNTER FLASHING, OTHER ROOFING ACCESSORIES, GUTTERS AND DOWNSPOUTS, ETC IN ITS ENTIRETY AND DISCARD PROPERLY OFFSITE.
PROTECT ALL ROOFING EXHAUST VENTS AND OTHER EQUIPMENT AS REQUIRED.
CONTRACTOR AND ARCHITECT TO VISUALLY INSPECT THE DECK BEFORE INSTALLATION.
(NEW WORK) INSTALL HIGH TEMPERATURE, REINFORCED, SYNTHETIC MEMBRANE UNDERLAYMENT AND SBS MODIFIED HD SHINGLES AS SHOWN IN THE DRAWINGS AND SPECIFICATIONS.
ALSO INCLUDED IN THE NEW WORK: NEW FLASHING, COUNTERFLASHING, RIDGE CAPS, RIDGE VENTS AS REQUIRED, CLOSED VALLEY FLASHINGS, DRIP EDGES, RAKE EDGES AND HD STEEL GUTTERS AND DOWNSPOUTS, ETC.
City of Hyden – 2015 Safe Routes to Schools Maple Street Sidewalk Project
City of Hyden – 2015 Safe Routes to Schools Maple Street Sidewalk Project
PROJECT DESCRIPTION: The Project includes but is not limited to the following:
2016 Safe Routes to Schools – Sidewalks Project
a.) 900 SY 48″ Concrete Sidewalk
b.) 200 LF 18″ Corrugated Metal Drainage Pipe
c.) 2 EA Drop box inlet with frame and Lid
d.) 200 LF 6″ Concrete Curb
e.) 1 LS Painting and Striping
The primary scope of work includes complete construction of up to twelve (12) concrete masonry buildings and associated site improvements on one (1) site located on the Harold L. Disney Training Site (HLDTS) in Artemus, Knox County, Kentucky. The project Base Bid includes the construction of eight (8) buildings with the remaining four (4) to be bid as add alternates. Site improvements shall be completed for all areas of the project site under the Base Bid.
Site improvements include site striping, rough and finish grading to provide building pads and roadway within the project site. Roads are to be surfaced with DGA. Utilities are limited to minimal storm drainage, building floor drain discharge, and associated improvements. Two (2) large diameter pipes are designed to be installed to facilitate troop exercises. In the event that alternate bids are not accepted, building pads at the locations shown for the described buildings are to be prepared and crowned off to properly drain. Building construction includes construction of one and two story concrete masonry buildings with poured concrete footings and foundations, ground supported slabs and precast concrete intermediate floor and roof decks. Roof construction is precast deck with elastomeric coating and concrete fill or wood truss with OSB sheathing and metal roofing panels as shown. Window openings are to be wrapped with treated wood surrounds. No windows are to be installed. Doors are to be hollow core wood with field fabricated wood frames and grade 3 hardware. Building construction includes porches, stoops, handrails and guardrails as shown. Interior wood roof trusses in residential buildings are to be sheathed on the bottom and along attic walking surfaces with plywood sheathing. Plywood ceilings are to be painted. Exterior concrete masonry units are to be coated with a water repellant to resist water absorption.
Sealed Bids addressed to the Louisville and Jefferson County Metropolitan Sewer District, 700 West Liberty Street, Louisville, Kentucky 40203 for the construction of Oreland Mill Pump Station Elimination Contract No. 995251, Budget ID No. A18324, Drawing Record No. 15868, Sheet No. 1-7, will be received at the office of MSD until, September 25, 2018, Local Time,10:00 a.m., and will be publicly opened and read at that place and time.
Description and location of Project: Installation of approximately 516 linear feet of 8-inch sewer, 5 sanitary manholes, conversion of an existing wet well into a sanitary manhole, 1 property service connection, erosion control, appurtenant work, and the elimination of the Oreland Mill Pump Station and force main. The project is generally located in southern Jefferson County, along Oreland Mill Road, just south of Mt. Washington Road (KY 2053).
All work shall be done in accordance to MSD’s Standard Specifications.
There will be a Non-Mandatory pre-bid meeting held for this project. The meeting will be held at 10805 Oreland Mill Road, Louisville, KY 40229 on, September 11, 2018, Local Time, 10:00 a.m.
The Engineer’s Construction Cost Estimate for this project is between $ 200,000.00 to $ 250,000.00.
The bid documents will be available on, August 28, 2018, 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 Chris Gregory. All inquiries and questions prior to the bid opening shall be directed, in writing, to MSD’s Project Manager, Chris Gregory E-mail: chris.gregory@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 Project Manager, Chris Gregory
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 MSD Board. MSD reserves the right to reject any or all bids or waive any informality in any bid.
LOUISVILLE AND JEFFERSON COUNTY
METROPOLITAN SEWER DISTRICT
Angela Akridge, P.E.
Chief Engineer
Rene’ Thomas
Director of Procurement & Supplier Diversity
MSD Procurement Department
PROJECT DESCRIPTION: Project consists of renovation of the Powell Student Union. The Powell
Student Union is a three-story, 133,000sf building. Built in 1971 and located in the center of
campus. The Powell building serves as a student union. The building is repurposing the spaces
to include meeting rooms, conference space, offices, student organization offices, bank, and
general gathering areas. The Powell Student Union will house the University’s bookstore,
operated by Barnes and Noble, and two retail food locations, operated by Aramark.
Earlier bid packages for the project included BP1A demolition, BP1B renovation of the partial
ground floor for food service, restrooms, lobbies, and bank, and BP1C Colonnade Repairs. The
BP1B renovations will be completed in Fall Semester 2018. The remaining renovations for the
project will be included in Bid Package 2.
The Work consists of selective demolition at existing masonry beam as indicated on the drawings. The existing beams will require removal of existing brick at the top of the beam to expose existing structure. The top of the beam will then be reconstructed with metal studs and miscellaneous roofing materials, sheet metal and sheet metal flashing. The work will also consist of removing existing sealant at sill locations indicated on the plans and replacing with new backer rod and sealant. New brick beam shall be cleaned and sealed upon completion. The curtain wall abuts the brick in several locations, new work will include resealing curtain wall at locations indicated on the plan of new work.
The Work consists of removal of wet roof areas and replacement with new roof materials in areas indicated in the Inferred roof scan report. The report will be included in the specifications. After the wet areas have been repaired the existing roof will be re-covered with ½” cover board and a new 2-ply SBS roof membranes. Metal coping will be removed and replaced as indicated on the plans with new exposed sheet metal flashings and copings. This project will also include some miscellaneous masonry work which will entail removing and replacing 3 courses of brick to install new thru-wall flashing and new brick. All work will be performed under a single general construction contract.
The project involves construction of an approximately 2,185 square foot building for Training Site Headquarters Personnel. The primary structural system is load bearing metal stud framing with spray applied foam insulation. The roof consists of standing seam steel panels on Structural Insulated Panels bearing on engineered cold form trusses. Openings in the exterior include aluminum framed storefront windows, and hollow metal doors and frames. Steel siding over a brick knee wall is the exterior cladding material for the building. The interior finishes include ceramic tile, polished concrete, painted gypsum wall board, resilient tile, resilient wall base, and acoustical panel ceilings. The mechanical system will include a geothermal system with heat recovery for fresh air intake. The rest rooms include conventional fixtures in both men’s and women’s. The project also includes Solar Photovoltaic panels mounted to the roof standing seams. An entrance gate and small ancillary building for gate controls/communications and small parking area are also included.
City of Mt. Washington – Contract No. 3 – Bryarfield Sanitary Sewer Extension
City of Mt. Washington – Contract No. 3 – Bryarfield Sanitary Sewer Extension
PROJECT DESCRIPTION: The program of work for which bids are to be submitted consists of approximately 1,565 L.F. of 8-inch gravity sewer, including all related appurtenances for
the Contract No.3 – Bryarfield Sanitary Sewer Extension for the City of Mt. Washington Kentucky.
This project includes work on Vest Lindsey house listed on the national register of historic places. Work must adhere to the Secretary of the Interior’s Standards for Reconstruction of historic structures. The general contractor shall provide evidence he/she has past work experience with similar buildings. Subcontractors performing carpentry, masonry repair and tuckpointing shall also have past experience. The general contractor shall have 15 years experience working on buildings listed on the national register.
This project includes replacement of the existing standing seam metal roof over new plywood sheathing, and re-installation of existing gutters and downspouts with new attachment devices. Masonry work includes cleaning algae from masonry surfaces, and tuckpointing stone and brick in limited areas. Lime putty mortar will be utilized. All existing painted surfaces will be re-painted. There is minor wood repair required. Windows will be repaired by owner and painted by contractor. Work trades include the following:
A. Masonry cleaning
B. Masonry tuckpointing
C. Exterior finish carpentry
D. Wood repairs
E. Standing seam copper roofing
F. Copper flashing
Green-Taylor Water District – 2018 Water System Improvements
Green-Taylor Water District – 2018 Water System Improvements
PROJECT DESCRIPTION:
The work to be bid upon is described as follows:
Installation of approximately 78,000 feet of 6” waterline, 10,500 feet of 4” waterline, 670
feet of 3” waterline and various valves, connections, bores, appurtenances, etc.
Jessamine County Board of Education – The Providence School
Jessamine County Board of Education – The Providence School
Please note: Post Bid Addendum 06 has extended the Bid Date!
PROJECT DESCRIPTION:
The project includes the partial demolition, partial renovation and the construction of a new 20,000 SF classroom wing on to the existing Jessamine County Adult Education Center located at 200 Computrex Drive in Nicholasville so that the facility can become the home of The Providence School Alternative Education Center for Jessamine County Schools.
CCK-2352-19 Construct Research Building #2 – Press & Leader Avenue – Hardscape, Paving and Landscape – 2425.0
CCK-2352-19 Construct Research Building #2 – Press & Leader Avenue – Hardscape, Paving and Landscape – 2425.0
Please Note: Addendum 02 has changed the Bid Date
PROJECT DESCRIPTION:
The New Research Building #2 consists of a new multidisciplinary research laboratory that will be the cornerstone of the University’s push to become a Top 20 national research facility. This facility is based on the latest improvements in research
laboratory design standards, with spaces including a state of the art vivarium, wet lab
neighborhoods, computational wing, dining facility, meeting spaces, future fit out
expansion floors, as well as interview and imaging suites.
Louisville Metro Housing Authority – 1473 Roof Replacement for Parkway Place (KY 1-3) Maintenance Facility
Louisville Metro Housing Authority – 1473 Roof Replacement for Parkway Place (KY 1-3) Maintenance Facility
PROJECT DESCRIPTION:
Work under this contract includes all labor, materials, equipment and related items of, removal of existing roof system, and providing a new roof system
