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.
Description and location of Project: the demolition and proper disposal of all primary and secondary structures, trash, rubbish, basement walls, slabs, foundations, sidewalks, steps, driveways, and all other hardscape improvements from the specified parcel as the parcels become available.
LFUCG – Winchester Road, East Seventh Street, Liberty Road Intersection Improvements
LFUCG – Winchester Road, East Seventh Street, Liberty Road Intersection Improvements
Please Note: Addendum 2 has changed the Bid Date.
PROJECT DESCRIPTION:
Consisting of the construction and/or furnishing of items plus incidentals necessary to
complete the work. The work entails removal of the existing traffic signals, poles, and pavement, construction of mast arms for two signalized intersections and approximately 450
square yards of concrete sidewalk, entrance pavement, and curb ramps along US 60
(Winchester Road).
WKU-PDC-2018-006 Raymond Cravens Library Curtain Wall Replacement
WKU-PDC-2018-006 Raymond Cravens Library Curtain Wall Replacement
Please note: Addendum 02 has been issued. Bid Date Has Changed
PROJECT DESCRIPTION:
You are invited to bid on furnishing the labor,
equipment, materials, permits, etc. needed to complete the Raymond Cravens Library Curtain Wall Replacement Project on the main campus of Western Kentucky University.
Mrs. Kerra Ogden, Project Managers shall be in charge of this project. Please contact
Warren Whitfield, Manager of Construction Purchasing at warren.whittield@wku.edu
for any information or clarifications you may need about the bid. As soon as an answer is available it will be e-mailed back to you. E-mail will is the preferred method of communication. If it affects the bid specifications, a written Advice of Change will be issued to all bid holders.
The project scope: This project is for removing the existing curtain walls on the Raymond Cravens
Library and replacing with new curtain walls in entirety. Raymond Cravens Library is a 9 story building
and successful contractor must be capable of completing a 9 story project.
There will be a mandatory pre-bid meeting scheduled with Mrs. Ogden in the conference
room of the Planning, Design & Construction Department in Parking Structure # 1 on the
WKU campus Tuesday, February 13, 2018 at 1:00PM CST. Anyone wishing to submit a bid must have representation at this meeting. Subcontractors are not required, but are
welcome.
This project will convert an existing maintenance building on the Kentucky Children’s Home campus to be used for welding classes for approximately 4 to 6 students and instructor. Work consists of upgrading existing electrical service to the building. The building will include interior painting, chain link fencing, plumbing and new welding booths furnished and installed by the Contractor. The Owner will furnish welding machines, moveable equipment (grinders, saws, drill press), etc. New electrical receptacles will be required. Existing lights to remain. There will be a new exhaust system. Contractor to construct small concrete pad and chain link enclosure for air compressor furnished by owner, located adjacent to the building.
The existing facilities was constructed in 2002 under Institutional 1-3 requirements. This 1,312 square foot building was constructed as a free standing maintenance building with one small office. The building has a fire suppression system and 3 exterior man doors.
The use group classification will remain Institutional.
The building Construction Type is 3B – Non-Combustible. There are no changes or modifications planned to existing walls or openings.
The elevator shaft addition was constructed in 1983, while the connection addition was constructed in 1965. There is no data for when the original building was constructed but the extents of the original building are not within this project area. There are currently signs of differential settlement within the elevator addition and the adjacent stair well shaft. This project will include excavating the soil next to the south wall of the elevator shaft, and installing 3 micropile adjacent to the concrete stem wall. After the micropiles are installed, a concrete grade will be constructed to connect the existing stem wall construction to the micropiles for support. After the installation of the micropiles and grade beam, the area will be backfilled with appropriate fill per the earthwork specification. After the foundation repair is complete, the rest of the project includes tuck pointing brick veneer, replacing expansion joints in masonry walls and concrete slabs, removing and re-caulking wall to adjacent interfaces, and stabilizing beam bearing pockets.
This project is for the construction of a 60’-3″ long x 60-0″ wide x 10’ high, reinforced concrete walls to be used for the bulk storage of roadway deicing salt. Shallow, reinforced concrete spread footings will be used. The Contractor shall perform all excavation necessary for the footing. No bid item is provided for the excavation and shall be considered incidental to other items.
Walls will be ten (10) feet high x twelve (12) inches thick and will be constructed on the footing and will support a pre-engineered, membrane covered (roof) structure (PMCS). The roof structure is to be furnished and installed separately by Bulk Storage, Inc., per their Master Agreement upon completion of the footing and walls. See Scope of Work for additional information.
This project will make electrical upgrades to an existing storage room in the Northern Kentucky Youth Development Center to be used as a carpentry classroom. No walls or doors are being altered. There are existing exit doors from this room directly to the exterior. Electrical powered tools will be set in place by owner, requiring new receptacles. The class size will be for approximately 4 to 6 students and instructor. Work consists of painting, concrete floor cutting and patching, upgrading existing electrical service from existing electrical panel in adjacent room in the building. New electrical receptacles and lights will be required. There will be a new exhaust system. Contractors are to be aware this is a secured detention facility, consequently control and limited access is absolutely necessary and needs to be accounted for in the daily and weekly work schedules. The existing exterior doors to this room will be utilized by workmen entering the workspace. The existing interior door to he corridor will remain locked by owner. This is a 642 square foot room in a 28,000 sf. Building. There are no changes or modifications planned to existing walls or openings.
Martin County Board of Education – Eden Elementary School Canopy & Roof Replacement
Martin County Board of Education – Eden Elementary School Canopy & Roof Replacement
PROJECT DESCRIPTION:
The scope of work includes the replacement of the existing rubber roof membrane with liquid applied roofing, and the installation of a new canopy at the bus drop off area behind the school.
City of Radcliff – Intersection Reconstruction for US31W at Centennial Avenue
City of Radcliff – Intersection Reconstruction for US31W at Centennial Avenue
PROJECT DESCRIPTION:
The scope of work is to reconstruct the intersection of Centennial Avenue and US 31W (Dixie Highway). Work to be performed will include reconstruction of approximately 1000 Feet of US31W and to reconstruct turn lanes associated with the future intersection with the new Centennial Connector Road. Reconstruction of the traffic signal US 31W and Centennial Avenue will be an alternate part of the project to be considered for inclusion in the project per direction from the City of Radcliff.
