City of Paris Contract 2 ByPass Tank Rehabilitation
City of Paris Contract 2 ByPass Tank Rehabilitation
Furnish all labor and materials necessary to rehabilitate, repaint and place back into service the 1MG ByPass Water Storage Tank
Engineer’s Estimate – $575,000
The program of work for which bids are to be submitted consists of, but is not limited to, the following: Approximately 635 lineal feet of new 8″ PVC water piping and appurtenances.
Public Safety Operations Center Phase 1A: Demolition
Public Safety Operations Center Phase 1A: Demolition
Project consists of demolition of various components east of Column Line5, of the existing one story building at 115 Cisco Road. This demolition package is in preparation for the future renovation of the existing facility (formerly the Juvenile Detention Facility) to serve as the new Public Safety Operations Center for LFUCG. The various building components to be demolished include concrete masonry walls, doors, windows, ceiling systems, and flooring systems. Demolition of various mechanical, plumbing and electrical system components is also part of the scope of work.
Construction of a new single story, approximately 6,477 square foot Medical Clinic to be built on their site located at Second and Mound Street in Harlan, Ky 40831.
This contract consists of approximately 450 LF of 2″ PE Gas Line, 325 LF of horizontal directional drill at Hacker Elementary School with 4″ PE casing and all appurtenances
Renovation of existing space includes the installation of chairs and tabletops and accessible seating area. Demo of a small existing restroom and relocation of existing plumbing connection. Construction of a new accessible restroom. Tiers will be created for seating area and aisle will remain sloped. New A/V and projector to be installed in space along with instructor podium and screen.
The work is located at Lexington, KY on the University of Kentucky campous along and parallel to Alumni Drive towards the arboretum between Nicholasville Rd and Tates Creek Rd. Major work items include: Earthwork for detention basins; Parking lot with underground detention basin; Furnishing and installation of 15-inch, 12-inch and 8-inch gravity sewer and accessories; Furnishing and installation of new sanitary and storm sewer manholes; Furnishing and installation of 48-inch, 36-inch, 30-inch, 24-inch and 12-inch storm sewers and accessories; Stream restoration; Landscaping; Demolition of 1 existing wastewater pumping station and 2 gas regulator stations; Removal of existing gravity sanitary sewers and manholes, all sizes; Removal of existing storm sewers and accessories, all sizes; and Removal of overhead electrical lines, poles, and accessories.
2363.0 MDS Building – Basement and First Floor Fit-Up
2363.0 MDS Building – Basement and First Floor Fit-Up
The scope of work consists of select demolition and fit-up of a 1,350 SF portion of the MDS building first floor and 2,642 SF portion of the basement. The space includes labs, evaluation rooms and auxiliary research space.
The work consists of select demolition of existing finishes, partitions and building systems, construction of an equipment pit and new partitions, installation of new finishes, building systems, and laboratory items. New finishes include raised access flooring, tile and rubber flooring, paint and acoustical ceiling and cubical curtains. New building components include casework, camera mounts, a constructed runway and building system components. Installation of laboratory equipment includes forceplate mounting plates.
River Ridge Development Authority Phase 1 Rail Improvements
River Ridge Development Authority Phase 1 Rail Improvements
The project generally consists of construction of approximately 4,560 LF of industry lead track. The construction is a realignment of an existing industry track serving River Ridge, portions of which will be demolished with this project.
Rehabilitation of sanitary sewer lines in the Indian Hills subdivision of Frankfort. It includes up to 1,961 feet of main sewer lines, part or all of which are to be cleaned and televised using CCTV in accordance with PACP standards prior to the start of construction. Following the cleaning and televising work, the contractor shall provide a report of all defects with recommendations for rehabilitation based upon unit prices bid and constructability of any required rehabilitation. Based upon the results of the CCTV, the contractor will rehabilitate and repair designated areas of the lines using a combination of CIPP lining and spot open cut repairs. Also new manhole and sewer work are included in the Proposal Form.