Louisville Water Company is requesting Bids for the installation of 755 +/- linear feet of 6-inch Pressure Class 350 ductile iron water main (using traditional trench installation techniques), and the installation of 4910+/- linear feet of 6-inch DR-18 C900 PVC water main (using traditional trench installation techniques). Also included with the project is the transfer, renewal, relocation or discontinue of 166 +/- customer services, fire hydrant removals and installations, cut and plugs and restoration of all disturbed areas.
PROJECT DESCRIPTION:
Metro Parks and Recreation is requesting bids for construction of a Walkways at Shelby Park,
600 E Oak Street, Louisville, KY 40203. This project includes but is not limited to: demolishing
existing concrete walkways, construction of new concrete walkways, excavation, grading,
erosion control, upgrading electric hardware/fixtures and seeding as shown on the plans.
Louisville Metro Government uses Bonfire portal for accepting and evaluating proposals digitally (https://louisvilleky.bonfirehub.com/portal)
. Bidders must submit all pages of bid document through Bonfire. Sealed Proposals must be uploaded,
submitted, and finalized prior to the closing at 3/6/2018 3:00pm. The bid document and drawings
are available on Bonfire and Lynn Imaging, all other forms, documents and attachments are available
on (https://louisvilleky.bonfirehub.com/portal).
Hardin County Water District No. 1 – Ft. Knox 1467 Drainage Improvements
Hardin County Water District No. 1 – Ft. Knox 1467 Drainage Improvements
PROJECT DESCRIPTION: The following major Work items are included in the Contract:
Supply labor and material to construct stormwater improvements in the vicinity of Building 1467 on Ft, Knox. The project will include the installation of stormwater
piping and connection to the existing system and repair to impacted sidewalks,
paved surfaces, and grounds.
The Work shall include construction of eight 56.4 ft. diameters, concrete-filled, steel sheet pile cellular structures, and connecting arc cells. The steel sheet pile cellular structures shall be constructed along a baseline running parallel to the existing Lock and Dam No. 10, and located approximately 72.2 ft. upstream of the existing Main Dam and 222.0 ft. upstream of the existing Auxiliary Dam. The Work will also consist of site preparation, erosion control, water control with fluctuating river levels, east and west abutment tie-ins, lock wall tie-ins, concrete bulkhead wall construction across the upper lock approach, water conveyance system installation, removal of existing lock miter gates, slope construction and protection, access road improvements, selective demolition, dredging, earthwork (cut/fill) operations, site grading and restoration, tree planting, and vegetation seeding.
The west abutment features include slope regrading upstream and downstream of the new Auxiliary Dam, construction of a sheet pile cellular structure (Cell 1), an earth retaining sheet pile cutoff wall, access road improvements, and earthwork and regrading. Part of the work is on Kentucky Department of Parks’ property, which is adjacent to the subject property. As such, the OWNER has secured agreements to allow certain construction activities and permanent features on the property.
East abutment features include slope reshaping upstream and downstream of the new Main Dam, construction of a rectangular East Closure Cell, a sheet pile cellular structure (Cell 8), and a sheet pile cutoff wall.
Modifications to the upper lock approach consist of constructing an extension to the existing lock needle dam sill (including rock anchors for stability), installation of a stop log dewatering system, and a new concrete bulkhead wall with a sluice gate water conveyance system.
Demolition Work shall include full or partial demolition of the following existing structures: Auxiliary Dam, West Abutment features, Upper Guide Wall, Upper Guard Wall, Upper and Lower Lock Wingwall. The CONTRACTOR may use the area within the Work Limits shown on the Drawings for laydown, equipment storage, personnel parking, and construction activities. However, activities must adhere to the requirements within the Drawings and Specifications, and certain activities may be restricted. The CONTRACTOR shall refer to the SPECIAL CONDITIONS for access requirements. The CONTRACTOR shall maintain access to Lock and Dam No. 10 throughout construction and is responsible for repair of any damage due to CONTRACTOR activities on roads leading to the project site. It is assumed that work on the east side of the river can be performed with access only from the river. Should the CONTRACTOR desire access via land on the east side of the river, agreements for such provisions with other stakeholders are the responsibility of the CONTRACTOR.
The CONTRACTOR’S Work shall include site safety, maintenance of local traffic, water control, site security, and site cleanup.
The estimated quantities for the Work are listed on the Drawings, and are estimates only. This list is not intended to be exhaustive, but is a general list of significant aspects of the Work. The CONTRACTOR shall be solely responsible for performing its own quantity computations for bidding and construction purposes.
The OWNER has secured the land to the west of the west abutment for on-site fill placement. As such, the designed capacity of the fill placement area was developed to accommodate a significant amount of the estimated quantity of dredged, demolished, and/or excavated material during construction. It is the CONTRACTOR’S responsibility to perform its own quantity computations and identify and secure off-site disposal area(s) if needed. Certain materials are not acceptable for placement within the fill area. In particular, trash, timber cribbing debris, lead paint, or other deleterious materials will not be allowed in the fill area and shall be disposed off-site in an approved location suitable for such materials.
Repair 24 Inch Brick Sewer at 416 W. Muhammad Ali Blvd
Repair 24 Inch Brick Sewer at 416 W. Muhammad Ali Blvd
Description and location of Project: Replace approximately 45 LF of brick sewer with 21″SDR18 PVC Pipe and all appurtenances located at 416 W. Muhammad Ali Blvd.
City of Monticello – South Main Streetscape Phase 1
City of Monticello – South Main Streetscape Phase 1
PROJECT DESCRIPTION:
Construction of approximately 1,500 square feet of concrete sidewalk and 610 square feet of brick pavers to replace existing sidewalk and asphalt surface. Install approximately 220 l.F. of curb and gutter and 160 L.F. of header curb. Install approximately 365 L.F. of 1·1/4 inch electric conduit and 8 light pole bases and
fixtures.
Arbor Youth Services – Rehabilitation and Mechanical System Upgrades
Arbor Youth Services – Rehabilitation and Mechanical System Upgrades
PROJECT DESCRIPTION:
Arbor Youth Services, as a recipient of Community Development Block Grant project (CDGB) funded through the Lexington-Fayette Urban County Government, is seeking bids for two separate projects for their buildings at 536 & 540 W Third Street, Lexington KY 40508.
#1: Rehabilitation and Building Improvements
Pre-Bid Time: 1:30 PM EST
Bid Time: 3:30 PM EST
#2: Installation of New HVAC System
Pre-Bid Time: 1:00 PM EST
Bid Time: 3:00 PM EST
CCK-2290-18 Good Samaritan Hospital AHU #24 & #54 – 2462.0
CCK-2290-18 Good Samaritan Hospital AHU #24 & #54 – 2462.0
PROJECT DESCRIPTION:
Project consists of combining existing AHU-23 and AHU-24 into a single unit and replacing
AHU-54 with a new unit in the existing penthouse on top of A-wing for Good Samaritan
Hospital.
West Laurel Water Association – KY 312 Waterline Relocation
West Laurel Water Association – KY 312 Waterline Relocation
Please note: Addendum 1 has changed the Bid Date!
PROJECT DESCRIPTION
This contract consists of replacing a total of approximately
1,060 feet of 10-inch water line at two (2) lengths and appurtenances such as,
gate valves, blow-off assemblies, etc.
The project consists of the following main activities:
1) Demolition of existing concrete and other structures; 2) Site preparation/clearing and working platform construction; 3) Construction of Deep Mixing Method (DMM) zone; 4) Pre- and post-construction DMM testing and verification; 5) Stockpiling of spoil materials; 6) Erosion protection and sediment control; 7) Reservoir control; 8) Construction of temporary trapezoidal channel for spillway overflow until Phase II work commences
Salyersville Water Works – Salyersville Water Tank Project
Salyersville Water Works – Salyersville Water Tank Project
PROJECT DESCRIPTION:
This project consists of the providing of all materials, labor, and equipment for the construction of one 500,000
gallon water storage tank.
CALL 200 CONTRACT ID 181005 UNION COUNTY 113GR18D005-STP BRO MORGANFIELD-SMITH MILLS ROAD(KY-359) UNION COUNTY STP BRO 5050(008) : MORGANFIELD-SMITH MILLS ROAD(KY-359) REPLACE BRIDGE ON KY-359 (MP 1.193) OVER SINKING CREEK 1.1 MILE NORTHEAST OF JCT US-60, A DISTANCE OF 0.17 MILES. BRIDGE WITH GRADE, DRAIN & SURFACE. SYP NO. 02-01074.00. UNION COUNTY STP BRO 5050(009) : MORGANFIELD-SMITH MILLS ROAD(KY-359) REPLACE BRIDGE ON KY-359(MP 0.971) OVER LOST CREEK 0.95 MILE NORTHEAST OF JCT US-60, A DISTANCE OF 0.13 MILES. BRIDGE WITH GRADE, DRAIN & SURFACE. SYP NO. 02-01073.00.
PROJECT DESCRIPTION:
This project renovates room 7 for use as classroom space. Improvements will include new flooring, paint, doors and hardware, HVAC and lighting upgrades and installation of AV components.
LFUCG – Black and Williams Neighborhood Center Window Replacement REBID
LFUCG – Black and Williams Neighborhood Center Window Replacement REBID
PROJECT DESCRIPTION:
Consisting of the construction and/or furnishing of items for the Black and
Williams Neighborhood Center Window Replacement Reissued, Lexington-Fayette County,
Kentucky.
Vendor Qualifications – Kentucky Center for African-American Heritage Building Improvements-180151
Vendor Qualifications – Kentucky Center for African-American Heritage Building Improvements-180151
PROJECT DESCRIPTION:
Through this RFQ the Louisville Metro Government is now accepting qualifications from vendors for the
Kentucky Center for African American Heritage Building Improvement project. An RFP will be broadcast
to the vendors qualified through this RFQ.
Louisville Metro Government uses Bonfire portal for accepting and evaluating proposals digitally (https://louisvilleky.bonfirehub.com/portal)
. Bidders must submit all pages of bid document through Bonfire. Sealed Proposals must be uploaded,
submitted, and finalized prior to the closing at 2/19/2018 3:00pm. The bid document and drawings
are available on Bonfire and Lynn Imaging, all other forms, documents and attachments are available
on (https://louisvilleky.bonfirehub.com/portal).
Frankfort Sewer Department – Rolling Acres Sanitary Sewer Rehabilitation Phase 2
Frankfort Sewer Department – Rolling Acres Sanitary Sewer Rehabilitation Phase 2
PROJECT DESCRIPTION:
The Work includes approximately 7,820 feet of cured-in-place pipe installed in existing 8-inch vitrified
clay pipe, approximately 6,020 feet of open excavation replacement of 8-inch sewer pipe,
approximately 9 open excavation repairs of existing 8-inch vitrified clay pipe, and rehabilitation of
approximately 43 manholes.
The Work of the Project is defined by the Contract Documents and consists of, but not limited to, the following Phase 1.5 work:
Implementation of traffic control devices includes jersey barriers, signage, and First Street temporary lane re-striping. As a result of closing the existing First Street sidewalk, jersey barriers are to be installed that are intended for safe, temporary pedestrian traffic for the duration of Phase 1 and Phase 2 work. Location of the jersey barriers will require the existing First Street vehicle lanes to be temporarily restriped as part of this project.
Work for this project to begin March 1, 2018. Removal of jersey barriers and signage to occur on March 1, 2020. Upon completion of Phase 2 construction and after all jersey barriers and signage have been removed, First Street will be restriped as part of Phase 2 Building Construction work. Jersey barriers to be maintained for the duration as indicated above.
All work to be coordinated with City Officials and authorities having jurisdiction.
All Phase 1.5 Traffic Control work to be coordinated with the Phase 1 Site Demolition General Contractor. All work of this contract must be executed prior to Phase 1 Site Demolition work can begin.
Mt Sterling Water & Sewer System – South Sycamore Street Water Line Project
Mt Sterling Water & Sewer System – South Sycamore Street Water Line Project
PROJECT DESCRIPTION: This project consists of approximately 1000 linear feet of 8″ water main, services, and related accessories. Water Line Materials will be
supplied by the owner. Contractor shall be responsible for all final
dressing, seeding, fertilizing, mulching, etc. of the disturbed area.
Contractor shall be responsible for repair of all disturbed and/or damaged
areas of concrete or asphalt paving, or gravel areas such as streets, sidewalks, and driveways, and provision of materials for those repairs.
Description and location of Project: This unit based construction order is for a bank stabilization along the bank of Beargrass Creek next to 3601 Rosemont Court, in Metro Council District 26.
City of Jeffersonville – Gateway Corridor Roadway Improvements
City of Jeffersonville – Gateway Corridor Roadway Improvements
PROJECT DESCRIPTION:
This project consists of widening and overlay of approximately 2,700 feet of mainline roadway with storm sewers, curb and gutter, sidewalks, pavement markings, decorative traffic signals, and all other items shown on the plans and mentioned in the specifications for a complete project.
18-25 / Eastern Parkway 48-Inch Transmission Main Rehabilitation Phase 2B
18-25 / Eastern Parkway 48-Inch Transmission Main Rehabilitation Phase 2B
Louisville Water Company is requesting Bids for the rehabilitation, replacement and relocation of the existing 48-inch cast iron main by sliplining and open trench methods. Pipeline installation includes sliplining 1,440 +/- LF of 42-inch welded steel pipe along a segment at the project beginning at Winkler Avenue and heading north along South 3rd Street and along a segment at the project ending at I-65 overpass and heading west along Eastern Parkway. In between these segments the pipeline installation includes 3,400 +/- LF of 42-inch ductile iron water main by open trench method traversing the UL campus across Floyd Street and Brook Street and then parallel to Norfolk Southern Railroad. Also included in the project: open trench installation of 466+/- LF of 12-inch ductile iron water main and appurtenances along South 3rd Street at Eastern Parkway to compete a grid tie; three (3) under crossings with 60″ steel casing/tunnel liner plate by bore and jack at CSX RR, Floyd Street and Norfolk Southern RR, totaling 250 +/- LF; eight (8) distribution and transmission connections; relocation of 160 +/-LF of 15″ through 24″ storm sewers; installation of retaining wall; and safeloading 2,410 +/- LF of 48″cast iron main to be abandoned with flowable fill. The bid also includes installation of three (3) 42-inch gate valves, two (2) 16-inch gate valves and two (2) 12-inch gate valves; implementation of MOT phases and EPSC measures and pavement and ground restoration.
18-20 / Southwestern Parkway Area Water Main Replacement Project
18-20 / Southwestern Parkway Area Water Main Replacement Project
Louisville Water Company is requesting Bids for the installation of 990 +/- linear feet of 12 – inch Pressure Class 350 ductile iron water main (using traditional trench installation techniques), and the installation of 1,500+/- linear feet of 12-inch DR-18 C900 PVC water main (using traditional trench installation techniques), and the installation of 1180+/- linear feet of 8-inch DR-18 C900 PVC water main (using traditional trench installation techniques), and installation of 995+/- linear feet of 6 – inch Pressure Class 350 ductile iron water main (using traditional trench installation techniques), and the installation of 985+/- linear feet of 6 -inch DR-18 C900 PVC water main (using traditional trench installation techniques). Also included with the project is the transfer, renewal, relocation or discontinue of 138 +/- customer services, includes Main Replacement, Fire Hydrant removal and installation, cut and plugs, restoration on and along Project Limits as stated above.
City of Hustonville – First Southern Emergency Response Station REBID
City of Hustonville – First Southern Emergency Response Station REBID
PROJECT DESCRIPTION:
Construction will include 4 bays to accommodate the fire apparatus, special response vehicle, and EMS apparatus. The Station will have rough ins for adequate office, storage space, male and
female bunk rooms and the required living quarters for EMS personnel.
City of St. Matthews – Massie Avenue Sidewalk Improvements
City of St. Matthews – Massie Avenue Sidewalk Improvements
Please Note: Addendum 01 has changed the Pre-Bid Date & the Bid Date
PROJECT DESCRIPTION:
The project provides for all labor, materials, and equipment necessary to construct a new sidewalk along the south side of Massie Avenue, between Ridgeway Avenue and Hubbards Lane. The improvements include associated work such as tree removal and drainage and grading improvements.
