City of Monticello – Fire Station Roof Replacement
City of Monticello – Fire Station Roof Replacement
PROJECT DESCRIPTION: The work to be bid is described as follows:
CONTRACT 568-17-02
All necessary demolition, labor, materials, and equipment for the replacement of the fire station’s roof, including approximately 9,200 square feet of galvanized roofing and insulation, 160 linear feet of gutter replacement, downspouts and trim, flashing, and all accessories and appurtenances as depicted in the Plan, complete.
Bullitt Co Public Schools – Renovations at Bullitt Lick Middle School – Technology Package
Bullitt Co Public Schools – Renovations at Bullitt Lick Middle School – Technology Package
PROJECT DESCRIPTION:
Furnishing of all labor and materials and the
performance of all work required for:
RENOVATIONS AT BULLITT LICK MIDDLE SCHOOL – TECHNOLOGY PACKAGE
Mount Sterling – Montgomery County Airport – Taxiway and T-Hangar Apron Pavement Rehabilitation
Mount Sterling – Montgomery County Airport – Taxiway and T-Hangar Apron Pavement Rehabilitation
PROJECT DESCRIPTION:
Furnishing all labor, materials and equipment and performing all work necessary to complete the taxiway and T-hangar pavement rehabilitation.
The Scope of Work is understood to include removing the upper portion of the existing aluminum pool shell and integral gutter down to the internal floor of the gutter. A portion of the existing concrete deck extending approximately 36″ from the back of the existing gutter will also need to be cut out and removed. A new stainless steel gutter circulation system will be installed above the remaining aluminum shell wall. The existing aluminum shell includes an integrated surge tank component that will be abandoned in place and sealed. Therefore the Work will also include a new surge tank with associated valves and piping. Additional concrete pool deck will be cut out as necessary to allow for surge tank installation under the concrete pool deck. A PVC liner will be installed over the entire pool including the existing concrete floor, remaining aluminum shell wall, and will terminate just below the new stainless steel gutter circulation system. Remaining aluminum shell and concrete pool floor will be prepped with two part catalyzed pool patching compound per PVC liner manufacturer’s requirements. Additionally, the adjacent concrete deck, concrete stairs, flagstone deck and stone walls will be cleaned and sealed, and expansion joints in the deck cleaned out and re-sealed with pourable sealant.
Garrard County Water Association – Contract No. 2 – 250,000 Gallon Elevated Water Storage Tank
Garrard County Water Association – Contract No. 2 – 250,000 Gallon Elevated Water Storage Tank
PROJECT DESCRIPTION:
Contract 2 -250,000 Gallon Elevated Water Storage Tank
Includes the construction of a 250,000 gallon elevated
water storage tank, demolition of three (3) existing water storage tanks and all related
appurtenances.
Garrard County Water Association – Contract No. 1 – Water Main Improvements
Garrard County Water Association – Contract No. 1 – Water Main Improvements
PROJECT DESCRIPTION:
Contract 1 -Water Main Improvements
Approximately 17,600 LF of 10″, 35,000 LF of 8″, 11,000 LF of 6″, 6,700 LF of 4″ and 2,700 LF of 3″ water main, one new underground booster pumping station and all related appurtenances.
The construction documents replace the existing main service distribution switchboard with a new switchboard. The work includes the removal and replacement of the switchboard, removal of an existing panelboard, the installation of new load feeders to extend the existing equipment feeders as necessary to reach the new switchboard, relocation of an existing panelboard, and consolidation of the existing five service mains into one service main.
All required power outages must be scheduled with the building users operations and must be completed in the time scheduled.
CCK-2252-18 Bradley Hall Dormer Repairs Window & Entrance Doors
CCK-2252-18 Bradley Hall Dormer Repairs Window & Entrance Doors
PROJECT DESCRIPTION:
The objectives of the Bradley Hall Dormer, gutters and entrance renovation project includes, but not limited to the following:
1. Renovating the exteriors of the dormers
2. Replacing the exterior dormer window framing
3. Replacing/repairing the dormer interior window trim including painting
4. Replacing the dormer windows
5. Installing new blinds where blinds existed (unless requested otherwise)
6. Renovating three (3) circular attic windows including, as required, wood replacement, stripping and painting
7. Relocating the toilet exhaust from the restroom window installation to a roof discharge
8. Tuck-pointing, cleaning, cap repair, and new flashing on the chimneys
9. Replacing the copper water table on the front entrance to the building
10. Installing new copper gutters and downspouts
11. Replacing the fascia and crown molding of the all soffits
12. Repairing the soffit supports as needed
13. Replacing 3 single doors with historic reproductions of the originals and repairing and/or replacing entrance-door framing both inside and outside
14. Replacing two main entrance doors with historic reproductions or originals and repairing or replacing the main entrance door frames
15. Restoring transom wood grillwork over the main entrance
City of Tompkinsville – WTP Sludge Removal Project
City of Tompkinsville – WTP Sludge Removal Project
Please Note: Addendum 1 has changed the Bid Date
The construction of two (2) concrete sludge tanks and sludge removal equipment. The Contractor shall furnish
all materials, equipment and labor necessary to complete the construction and installation of the sludge tanks
and equipment including all electrical work. Time of completion for the contract is 120 calendar days.
Russell Lee Park Walking Path Construction – 180027
Russell Lee Park Walking Path Construction – 180027
Please Note: Addendum 02 has changed the Bid Date
PROJECT DESCRIPTION:
Louisville Metro Government is currently accepting bids for Russell Lee Park Walking Path Construction per the attached specifications. The selected firm will improve the walking path at Russell Lee Park located at 3621 Southern Ave., Louisville, KY 40211. The project includes but is not limited to: demolition of concrete, new concrete, and miscellaneous site-work.
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.
Sheppard Park Restroom and Sprayground Construction – 180031
Sheppard Park Restroom and Sprayground Construction – 180031
PROJECT DESCRIPTION:
Louisville Metro Government is currently accepting bids for Sheppard Park Restroom and Sprayground Construction per the attached specifications. This project consists of meeting all Erosion Prevention and Sediment Control requirements, demolition of existing restroom, pavements and utilities, construction of restroom foundation, purchase and installation of pre-fabricated restroom, construction of new site utilities, new concrete walkways, asphalt pavement, excavation, grading, trenching, and site restoration.
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.
Description and location of Project: This unit base construction order is for the rear yard drainage improvements that include a paved ditch along the property line along Red Fern Road, in Metro Council District 2.
Town of Clarksville – Water Treatment Plant Administration Building Renovation
Town of Clarksville – Water Treatment Plant Administration Building Renovation
PROJECT DESCRIPTION:
The Work shall be conducted in two phases.
1. Phase I to include interior renovation of all areas within project scope except for the Lab Area.
Exterior canopy and site work, window replacement and roofing included in this phase. See
drawings for additional information.
2. Phase II work to include the renovation of the existing Lab area. Replacement of exterior windows
in this area is included in this phase. Phase II work shall not begin until Phase I work is complete
and Owner has issued a Notice to Proceed for this Phase. See drawings for additional information.
LFUCG – Division of Water Quality – Expansion Area 3 Pump Station and Force Main Improvements
LFUCG – Division of Water Quality – Expansion Area 3 Pump Station and Force Main Improvements
Please Note: Addendum 5 has changed the Bid Date
PROJECT DESCRIPTION:
The project includes providing all construction supervision, labor, materials, tools, test equipment necessary for the construction of the EA3 Pumping Station and Force Main. The project includes
but is not limited to Contract No 1 a LFUCG Class A pumping station with mechanical screening, screenings compactor, four (4) submersible sewage pumps, two (2) sump pumps, building with
screening room, dumpster room, odor control room, electrical room and emergency generator
room. The Force Main project Contract No.2 includes approximately 5,550 LF of 24M PVC force main. The project will be bid as two separate bids, EA3 Pump Station and the EA3 Force Main utilizing separate bid forms. Contractors may bid on one or both tasks.
This project constructs a new Health Services Training Unit on the MCC Health Campus, where an existing dorm has been recently removed. The Lab will be setup to teach EMT and Home Health professionals how to care for individuals in a residential setting.
The Lab module will be built for both ADA and non-ADA configurations to train students how to accommodate patients in either circumstance. The Lab as a training module will be constructed on the health campus where other classroom space will be provided in the standard KCTCS classroom building. The project has been preliminarily reviewed by HBC where it was determined that it should be built as an R-3 occupancy identical to its design intent with the understanding that if the occupancy changes certain code revisions may be required and shall be corrected by the owner prior to the new occupancy.
The training module will be constructed of wood stud and brick veneer construction typical to residential construction. It will be constructed with a crawl space to accommodate some revision to plumbing should that be necessary. Exterior insulation will be spray foam insulation. The unit will be heated and cooled by typical residential HVAC Units. Fresh-air will be achieved by operable windows. Electrical receptacles will be designed at 150% of the number required for residential design for some additional capacity. Data will be run in conduit from the Hadley Building but will not be in conduit within the building. Data drops will be on each major wall of each major space.
SC-32-18 Small Coal Operator Set Aside Thomas Scott AML Reclamation Project
SC-32-18 Small Coal Operator Set Aside Thomas Scott AML Reclamation Project
Estimate: $182,410.00
Estimated Length of Project:
(Substantial Completion) + 120 Calendar Days (Final Completion)
The Thomas Scott property is located in extreme northern Knott County, southwest of Garrett at 37° 28’ 02.1” N and 82° 51’ 46.4” W. The site can be reached by taking US 23 South from Prestonsburg and exiting onto KY 80 West toward KY 302/Martin/Hazard, and continuing for approx. 15 miles to a left turn onto Plum Branch Road. The Scott residence is approximately ¼ mile on the right (215 Plum Branch Road). A waste area is planned approximately 0.3 miles northeast of the site just past Garrett along Hwy. 80. It is assumed that only a small part of the available waste area will be used.
A draining adit pours into an existing drainage ditch and pipe. Erosion is occurring around the pipe, and the yard remains saturated throughout the year.
Site preparation includes clearing and grubbing of vegetation. Access is over an existing drive. A quantity of roadway stone is included for additional access as necessary Straw bales and silt fence are included to minimize erosion from the site. No trees larger than three inches in diameter, whether dead or alive, will be removed except during the designated time allowed unless they are on an unstable slope.
Reclamation plans consist of closing the portal with wildlife access and collecting drainage into a drop box and pipe (with headwall at outlet) which will take the water to an existing drain. This pipe will likely be at shallow depth, and under a garden, so filter fabric is included as deemed necessary by the engineer to be placed atop the pipe so as to minimize the risk of damage to lawn and gardening equipment.
A length of free-standing concrete block wall with class II stone behind is planned behind the residence and garage to shore up the unstable slope. Safety fence is included above the wall, and subdrain is included to direct water to the drop box which drains the adit and also into a length of RHDPE pipe with headwall, which will take water under the drive and into existing drainage. The drainage will be stabilized and improved as necessary by placement of class II/III and ECB, and will enter an existing culvert which drains under the road. The point at which flow breaks direction in the subdrain will be determined in the field by the engineer. Existing grate under the drive is also planned to be replaced.
All areas disturbed by construction activities are to be revegetated in accordance with regional, regulatory, and project standards, using agricultural limestone, fertilizer, seed and mulch. A standard seed mix is to be used.
London–Laurel County Industrial Development Authority – Fariston Industrial Park Waterline & Sanitary Sewer Extensions
London–Laurel County Industrial Development Authority – Fariston Industrial Park Waterline & Sanitary Sewer Extensions
PROJECT DESCRIPTION:
The project will include the installation of one (1) 160-GPM sanitary sewer duplex pump station and valve vault, 2,151 LF of 8-inch PVC gravity
sewer, 38 LF of 4-inch PVC force main, 8 manholes, 2,343 LF of 8-inch and 12-inch PVC waterline, and related appurtenances.
London–Laurel County Industrial Development Authority – Fariston Industrial Park Jim Hammons Drive
London–Laurel County Industrial Development Authority – Fariston Industrial Park Jim Hammons Drive
PROJECT DESCRIPTION:
The project will include the construction of a roadway from the newly constructed Triplett Drive to Byble Road. The road will be similar in design to Triplett Drive and will be approximately 1265 feet in length along the north side of the LLCIDA property.
Oldham County Environmental Authority – EMS Pump Station Upgrades
Oldham County Environmental Authority – EMS Pump Station Upgrades
PROJECT DESCRIPTION:
The project generally consists of:
Construction of upgrades to the existing EMS Pump Station, including installation of two (2) 15
HP chopper pumps and associated controls, replacement of all existing PVC station piping and
valves with new ductile iron piping and valves, installation of a new emergency pump around
connection, replacement of the control panel, installation of a new emergency back-up generator,
and all other items shown on the plans and mentioned in the specifications for a complete project,
ready for continuous operations.
