Estimate:
$129,210.00 Estimated Length of Project:
(Substantial Completion) + 60 Calendar Days (Final Completion)
This project will address drainage problems caused by drainage from the coal seam behind the property located at N37.58426º, W82.25032°. The site is adjacent to the Jessica Hackney Drainage AMLRP.
Install an 18” RCP culvert under the county road and concrete headwall into the stream bank. Bed the RCP in flowable fill and install the concrete headwall recessed into the stream bank and below the existing grade. On the upstream end, install a concrete dropbox. There is a gas line running along the county road. Place the concrete dropbox between the gas line and the county road if possible. From the concrete dropbox back to the hillside, install a perforated subdrain ending in a plastic dropbox. Geo-grid and filter fabric are included to construct a temporary access to the backyard. Across the backyard, construct a combination ECB ditch and subdrain tied together at the plastic dropbox. Excavate the wet muck along the hillside behind the subdrain. Excavate and attempt to open a reported closed and covered mine entry. Install subdrain into the entry area (regardless if open or collapsed) and backfill with class II. Tie the portal drainage into the backyard subdrain via a plastic dropbox. Construct a 2:1 gabion wall and backfill with class II. Set the gabions on a class II backfill and bi-axial geo-grid pad.
The project waste area is the former Johnny Coleman project waste area along US 119. The earthwork bid item includes equipment necessary to transport and spread the material at the waste area. Use haybales prior to onsite disturbance to establish silt control. Landscape allowance, utility relocation/repair, and structure removal/replacement allowances are included for disturbance to items pre-approved by the ENGINEER.
City of Marion – West Carlisle Street Sanitary Sewer Improvements
City of Marion – West Carlisle Street Sanitary Sewer Improvements
PROJECT DESCRIPTION: The primary scope of work includes the installation of approximately 800 LF of 8-inch PVC gravity sewer, 7 sanitary sewer manholes, approximately 270 square yards of bituminous
pavement replacement, and related appurtenances.
LFD Hose Shop & Vehicle Storage Pre-Fabricated Building
LFD Hose Shop & Vehicle Storage Pre-Fabricated Building
PROJECT DESCRIPTION: Consisting of the construction and/or furnishing of items for the LFD Hose Shop
and Vehicle Storage Pre-Fabricated Building, 1128 Finney Drive, Lexington-Fayette
County, Kentucky
Parking Lot Repaving for the Central Government Center – RFP #170011
Parking Lot Repaving for the Central Government Center – RFP #170011
Louisville-Jefferson County Metro Government, Facilities Management is soliciting proposals for Parking Lot Repaving for the Central Government Center. Asphalt milling, asphalt repaving, and striping of the parking lot located at 7201 Outer Loop in Louisville, KY
Bidders must submit all pages of bid document.
Mark envelope with Bid Number, Reply By Date and Address to:
OMB – Purchasing
611 West Jefferson Street
Mezzanine Level
Louisville, KY 40202
Estimate:
$ 71,257.50 Estimated Length of Project:
(Substantial Completion) + 120 Calendar Days (Final Completion)
The site is located along Bill Moore Branch approximately 1.1 miles from the intersection with
Kentucky Highway 119 east of Whitesburg at coordinates N 37° 10’ 10.19”, W 82° 42’ 10.67”.
The project consists of constructing a total of 90 linear feet of subdrain in the vicinity of two
previously closed portals along an overgrown bench. The southern subdrain will discharge into a
concrete block-tied mat ditch to convey water down the hill to existing drainage. The northern
subdrain will discharge into a concrete block-tied mat ditch to convey water down the hill,
through a small slide area, and across the yard. A 24” DWPP pipe with concrete headwalls will
be constructed to pass water across Bill Moore Branch Road. Material from the small slide area
will be taken to the waste area located at N 37° 10’ 8.38”, W 82° 41’ 58.32”. Access to the site
will be from the north via existing mine roads / across the top of an excavated area from a
previous AML Project.
An existing concrete cistern that provides residential water will be cleaned
out/maintained/refurbished during construction activities.
City of Corbin – Contract 13
The Grace Clinic Access Road work consists of construction of a new entrance on KY HWY
3606 (Woodbine Connector) and an entrance road (Grace Clinic Drive) approximately 300 feet.
Iroquois Golf Clubhouse/Cart Barn & Sun Valley Community Center Roofs – 3775
Iroquois Golf Clubhouse/Cart Barn & Sun Valley Community Center Roofs – 3775
PROJECT DESCRIPTION: Louisville Metro Government is currently accepting proposals for Iroquois Golf Clubhouse/Cart
Barn and Sun Valley Community Center Roofs. The selected firm will replace roofs at Iroquois Park Golf Clubhouse and Cart Barn and Sun Valley Community Center.
Bidders must submit all pages of bid document.
Mark envelope with Bid Number, Reply By Date and Address to:
OMB – Purchasing
611 West Jefferson Street
Mezzanine Level
Louisville, KY 40202
Southeast Regional Industrial Park – North American Sticks Access Road Project Contract 17
Southeast Regional Industrial Park – North American Sticks Access Road Project Contract 17
PROJECT DESCRIPTION:
Southeast Kentucky Regional Industrial Authority – Contract 17 The NAS Access Road work consists of widening and paving approximately 1,000 LF of NAS
Drive located in the Southeast Business Park off of KY HWY 3606 (Woodbine Connector).
Whitley County Water District – Water System Improvements
Whitley County Water District – Water System Improvements
PROJECT DESCRIPTION:
This contract consists of installing approximately 3,700 L.F. of
4″ and 36,200 l.F. of 3″ PVC Water Line, reconnection or replacement of
approximately 233 meters and appurtenances.
PROJECT DESCRIPTION:
Furnishing of all labor, materials, supplies, tools, appliances, equipment, services, etc.,
necessary for the construction of Rose Street 10 Inch Steam Line
PROJECT DESCRIPTION:
The primary scope of work includes the installation of approximately 15,800 LF of 8-inch gravity
sewer, 2,700 LF of 4-inch gravity sewer, approximately 5,700 LF of 4 and 6-inch force main,
20,500 LF of 1.5 and 2-inch HDPE force main, approximately 180 LF of 8-inch and 16-inch
casing pipe (bore and jack), two duplex pump stations. 63 manholes, 47 simplex grinder pumps, and related appurtenances.
PROJECT DESCRIPTION:
HVAC and lighting renovation of Dickey Hall consists of new water cooled Variable Refrigerant Flow
systems with 3-pipe heat recovery. A 100% Dedicated Outdoor Air System with steam heat coil providing
treated outdoor air to entire building. LED lighting has been added to most spaces. Dimmers and
occupancy sensors are included in lighting design. Building wet sprinkler system added to entire building
and fire alarm system upgrades are provided. Generator provides emergency power for life safety and
freeze prevention in winter. New BMS with DDC controls system provided for entire building to connect
to Delta Room. New ceilings and rework of existing ceilings are included in project.
Allowances:
Simplex: $75,000. Remove existing Fire Alarm System and all of its associated devices. Provide and
install a new Simplex Fire Alarm System. Drawings E2.0 – E2.3 show the new fire alarm system layout.
JCI: Base Bid Allowance of $572,423 for contractor to furnish all labor, materials, equipment and
services required to provide a complete temperature control system as specified.
This renovation project is for the Lake Cumberland State Park Resort located at 5465 State Park Road, Jamestown, Kentucky 42629. The facility consists of (6) buildings: Building A (Lure Lodge), Buildings B, C, D, and E (Guest Rooms), and Building F (Pool House and Guest Rooms). The project consists of exterior repairs and exterior painting on all (6) buildings. All previously painted exterior surfaces are to be cleaned, prepped, primed as required, and repainted per the drawings and specifications. The exterior surfaces include, but are not limited to the walls, doors, trim, siding, louvres, vents, soffits, railings, columns, and ceilings. Exterior painting will also include an elastomeric coating applied to the underside of all repaired concrete double tees. Structural Repairs to the balcony double tees are in a separate contract. This project will include the reinstallation and painting of specified sections of balcony railings that are to be removed during the structural repairs project. Exterior repairs include, but are not limited to, replacement of damaged siding (new installation to match existing), replacement of damaged doors, concrete repairs, railing repairs, trim repairs, and sealing / caulking repairs.
RFB-142-17 Lake Cumberland Lodge Concrete and Railing Repairs
RFB-142-17 Lake Cumberland Lodge Concrete and Railing Repairs
Project Manager Name: Frank Phillips
Phone: (502) 782-0331 Email:
frank.phillips@ky.gov
Estimate:
$409,000.00 Estimated Length of Project:
March 15, 2017 (Substantial Completion) + April 15, 2017 (Final Completion)
Lake Cumberland Lodge repair project is comprised of the following work. Remove existing steel railings and store on site. Concrete repairs to elevated precast double tee walkways and balconies. Fiberglass wrap installation on double tee stems. Sealant installations. Construction barriers and dust protection.
Electric contract includes, but is not limited to, the following new work: Replacement of site pathway lighting mounted in knee walls; replacement of interior recessed and surface mounted lighting; Addition of remote emergency lighting inverters to operate egress lighting in the event of loss of normal power; replacement of exterior recess and surface mounted lighting. Work includes repair of surfaces affected during construction and repainting all ceilings and soffits both interior and exterior.
Water System Extensions Bull Creek – Elk Creek Areas Phase 2
Water System Extensions Bull Creek – Elk Creek Areas Phase 2
PROJECT DESCRIPTION:
The work to be bid is described as follows:
Contract 5 19-09-04B, Water System Extensions, Bull Creek- Elk Creek Areas
Approximately 9,959 linear feet of 3-inch and 4-inch water main and related
appurtenances.
