RFB-88-19 Testing and Balancing Services for Ag Health and Career Tech
RFB-88-19 Testing and Balancing Services for Ag Health and Career Tech
Project Manager Name: Tony Yates
Phone: (502) 782-0338 Email:
Tony.Yates@ky.gov
Estimate:
$ 40,000.00 Estimated Length of Project:
(Substantial Completion) + March 19, 2019 (Final Completion)
The specifications describe the work to be done and the material to be provided for performing HVAC Testing, Adjusting and Balancing (TAB) services for the referenced project.
Description and location of Project: This unit based construction order is for the installation of a underground storage area with a concrete basin next to 1400 Bernheim Lane in Metro Council Distict 3
This project is for the construction of a 140’-3″ long x 60′-0″ wide x 10’ high concrete structure with a concrete pad and entrance apron for the purpose of bulk storage of roadway, deicing salt. Class “A” concrete reinforced with rebar & fiber will be used in the shallow, spread footings and walls. Class “AA” concrete modified with fiber will be used in interior pad and entrance apron. The Contractor shall be required to perform all excavation, filling, grading, & compaction of sub-grade necessary for the construction of footing, interior pad, and entrance apron.
Concrete walls will be ten (10) feet high, will be twelve (12) inches thick, will be constructed on the concrete 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 current Master Agreement upon completion of the footing and walls under this contract. The (PMCS) is not a part of this Scope of Work.
A nine (9) inch thick concrete slab will be placed inside the footing and at the entrance on the exterior of the structure.
This project is to be bid LUMP SUM. This bid shall include all labor, equipment, materials, and any incidentals necessary to complete the items of work detailed in plans and herein.
Hardin County Water District No. 1 – Hwy 144 Water Transmission Improvements
Hardin County Water District No. 1 – Hwy 144 Water Transmission Improvements
PROJECT DESCRIPTION:
The Project consists of constructing approximately 5,900 linear feet (LF) of 6-inch ductile iron or PVC (alternate) water line, and all associated valves, services, and appurtenances.
Request for General Contractor Qualification – Sphar Seed Building: Restoration and Renovation
Request for General Contractor Qualification – Sphar Seed Building: Restoration and Renovation
This is a re-bid and any previously approved General Contractors ‘Qualification Application’
will remain in effect for rebidding purposes.
PROJECT DESCRIPTION:
Historic Sphar Seed Building – Restoration and Renovation in Winchester Kentucky. Building is a
masonry and heavy timber framed structure with basement and two stories above (approximately 25,000
s.f. total).
Remove and relay masonry at North East Corner of building, remove and relay masonry at parapets,
remove and relay some facade areas and jack arch headers, masonry tuck pointing at exterior and some
interior areas, new rigid insulation at roof, new roofing and gutters/downspouts, restore windows & doors
at Corner Office and Main Street (see plans for locations), remaining ‘open’ and double hung windows to
receive storefront type glazing, partial demo and rebuilding of wood columns and floor framing (see plans
for locations), partial demo of and replacement of flooring (see plans for locations), interior walls and
egress stairs. New electrical, lighting, plumbing, HCAV and fire protection.
This project is funded in part by the KYTC and KYTC Contractor Prequalification requirements have
been waived in lieu of an alternate Qualification method. Contractor shall have a minimum of three
historic building projects which comply with the National Park Service, Secretary of the Interiors
Standards for the Treatment of Historic Properties. Bidders without this experience will not be
considered. It is required that the Contractor be qualified to perform all the construction work in this
proposal to bid. If the Contractor does not meet the required qualifications, the LPA will reject the
Contractors ability to bid. All subcontractors utilized by the Contractor on this project shall be competent
to perform work or their services shall not be allowed.
City of Bardstown – John Rowan Boulevard Shared Use Path Extension Project
City of Bardstown – John Rowan Boulevard Shared Use Path Extension Project
PROJECT DESCRIPTION:
Construct an extension of an existing shared-use path along KY 245 (John Rowan Boulevard) beginning near the US 62 (Bloomfield Rd) intersection and extending west across US 31E and
ending at the intersection with Padgett Way, identified as the BASE BID PROJECT segment. Project may include an ADD ALTERNATE BID segment to extend the project to Chambers Boulevard. Total distance of BASE BID PROJECT and ADD ALTERNATE is 7834 feet.
The work encompasses installation of 4 large, backlit signs comprised of aluminum formed channel letters on 3 buildings of the JCTC Downtown Campus. The buildings included in the work are Hartford Hall, which receives 2 signs (south and west sides), Health Sciences Hall, which receives one sign (south side) and Smith Library, which also receives one sign (south side). The drawings include provisions for power to these signs. Illumination is LED and controlled by photo-cells. The signs are very large and will be installed by cranes, lifts or a combination thereof. Staging areas and timing must be coordinated with the college.
In addition, there is one existing “obelisk” sign located at the corner of 1st and Gray Streets that is to receive LED backlit panels and cast aluminum letters on the west and south sides. Power for this sign will be pulled from the adjacent college-owned parking lot lighting pole.
The project consists of one (1) roof replacement and masonry work at Tech Bldg. ‘A’.
1) Remove existing roof membrane system down to existing tectum roof deck. Repair roof deck as required, per Unit Prices. Mechanically fastened base sheet and mop two (2) layer of 2.2″ ridged roof insulation and 1-layer of 0.5″ coverboard in hot asphalt, staggering all thermal joints. Mop the base ply of the 2-Ply SBS Modified Bituminous Membrane Roofing system in hot asphalt and install the cap sheet in a cold membrane adhesive. Provide crickets where indicated.
2) Provide new metal components; e.g. metal counter flashings, roof drain leads, plumbing vent flashings, edge metal, headwall flashings, etc.
3) Masonry work: includes brick repair, repointing and application of water repellents, full height, all four (4) walls.
4) Mechanical/Electrical work: Remove existing rooftop units as noted and raise existing units that are to remain.
The project consists of interior renovations to multiple rooms of the lobby, with a total of 6,550 sf. The renovations are for repairs due to water damage from a broken fire suppression system pipe. Work includes removal of existing and replacement of lay-in ceilings, carpet, and painting. The fire suppression system has been repaired.
Breathitt County Fiscal Court – South Fork Elk View Waterline Project, Contract 2: Storage Tanks
Breathitt County Fiscal Court – South Fork Elk View Waterline Project, Contract 2: Storage Tanks
PROJECT DESCRIPTION:
Work for Contract 1 is to include installation of approximately 30,100 LF of 6-inch waterline with 1300 LF of 8″ HDPE directionally drilled creek/river crossings and other appurtenances, Installation of a duplex pump station, telemetry and electrical service and 2 water service connections. Work for Contract 2 is to include a 20,000 gallon ground
storage tank, a 48,000 gallon ground storage tank, Valve Vault, Excavation, final grading, site restoration and Fencing.
Breathitt County Fiscal Court – South Fork Elk View Waterline Project, Contract 1: Waterlines
Breathitt County Fiscal Court – South Fork Elk View Waterline Project, Contract 1: Waterlines
PROJECT DESCRIPTION:
Work for Contract 1 is to include installation of approximately 30,100 LF of 6-inch waterline with 1300 LF of 8″ HDPE directionally drilled creek/river crossings and other appurtenances, Installation of a duplex pump station, telemetry and electrical service and 2 water service connections. Work for Contract 2 is to include a 20 ,000 gallon ground storage tank, a 48,000 gallon ground storage tank, Valve Vault, Excavation, final grading, site restoration and Fencing.
The project consists of two roof components: Zinc-Coated Copper and SBS-Membrane roof system.
The work, Barrel Roof, consists of a complete zinc-coated copper roof replacement of the Barrel Roof, as indicated on the drawings. Remove remaining portion of copper roof system, temporary TPO membrane, wood substrate, and steel deck as indicated, down to existing roof joist. Install new steel decking, wood substrate, plywood decking & self-adhering underlayment, under Phase I. Install new zinc coated copper roof sheets roof system under Phase II. Anchor to substrate and solder all vertical and horizontal joints, laps and seams. Provide new Zinc coated copper metal components; e.g. metal counter flashing, edge metal, etc.
The work, Flat Roof, consists of roof repairs to existing SBS-Mod. Bit Membrane Roofing System. Some areas have partial removal of existing membrane and install new 2-ply SBS membrane. Some areas have SBS-Cap sheet replacement. See drawings for location and extent of each area to be repaired.
Recoat the existing epdm roof membrane of the State Office Building Annex with an elastomeric coating. The design intent is to increase the longevity of the membrane to avoid full roof replacement at this time. The wok also includes removal and replacement of a limited portion of existing rigid insulation board above deck. Provide limited portion of new epdm membrane to cover affected areas of insulation replacement. Work also to include repairing some seams of the existing epdm and roof pads. Repaint some areas of ferrous metal deterioration.
CALL 300 CONTRACT ID 181231 MADISON COUNTY FD04 076 0169 011-012 : TATES CREEK ROAD (KY 169) (MP 11.180) BRIDGE REPLACEMENT ON KY 169 OVER LONG BRANCH AT MP 11.182 (MP 11.182), A DISTANCE OF 0.01 MILES. BRIDGE REPLACEMENT. SYP NO. 07-10014.00.
CALL 107 CONTRACT ID 181229 KENTON COUNTY STP BRO 0273 (019) : WEST 11TH STREET (KY 1120) (MP 0.590) REPLACE BRIDGE ON KY 1120 OVER CSX RAILROAD; 1TH ST E OF RUSSELL STREET (MP 0.650), A DISTANCE OF 0.16 MILES. GRADE, DRAIN & SURFACE WITH BRIDGE. SYP NO. 06-01075.00.
CALL 104 CONTRACT ID 181033 BOONE COUNTY STP 8200(017) : KY-237 RECONSTRUCT AND WIDEN KY-237 FROM VALLEY VIEW DRIVE TO ROGERS LANE, A DISTANCE OF 3.10 MILES. GRADE, DRAIN & SURFACE WITH BRIDGE. SYP NO. 06-08001.21.
CALL 103 CONTRACT ID 181037 MARION COUNTY STP 0551 (048) : HEARTLAND PARKWAY(KY-55) HEARTLAND PARKWAY IMPROVE MOBILITY FROM THE LEBANON BYPASS TO BOOKER ROAD(CR-1214) NEAR SPRINGFIELD, A DISTANCE OF 2.75 MILES. ASPHALT SURFACE WITH GRADE & DRAIN. SYP NO. 04-08916.10.
Project Manager Name: Tony Yates
Phone: (502) 782-0338 Email:
Tony.Yates@ky.gov
Estimate:
$268,000.00
Estimated Length of Project:
December 14, 2018 (Substantial Completion) + December 28, 2018 (Final Completion)
The primary purpose of this project is to isolate all utilities from Cardinal Stadium in order to demolish the entire complex. Utilities to discover, identify and demolish back to the source include electrical feeds, gas connections and water connections as indicated. In addition, the Contractor is to demolish the fiber connection that traverses through Cardinal Stadium. New fiber feeds will originate from Broadbent Arena and terminate in the Maintenance Building.
PROJECT DESCRIPTION:
The project consists of construction of a cell phone waiting parking lot adjacent to Terminal Drive; construction of a BGA Employee parking lot expansion adjacent to the existing employee parking lot; relocation of AOA Fence along Terminal Drive; construction of Westside AOA Fence
along Versailles Road. Major items of work to include: 1,281 SY’s of Pavement Removal, 1,350 CY’s of Embankment in Place, 5,152 SY’s of Aggregrate Base, 5,152 SY’s of Bituminous Pavement, 1,337 LF of Black Vinyl Chainlink Fence with embedment and 5,294 LF of Black Vinyl Chainlink Fence without embedment.
Estimate:
$ 81,902.50
Estimated Length of Project:
(Substantial Completion) + 120 Calendar Days (Final Completion)
The Wayland Portal Closures AMLRP is located in Floyd County, Kentucky at N 37° 26′ 35.3” latitude and W 82° 48′ 19.9″ longitude in Wayland, KY. The site can be reached from the Garrett, KY exit off of KY-80, by taking KY-7 S for approximately 4.25 miles to the project area on the left.
The Waste Area at N 37° 26′ 47.7” latitude and W 82° 47′ 59.9″ longitude can be reached by taking KY-7 N, from the project area, approximately 1/4 mile and turning right onto HWY 1086; continuing 1/3 mile and turning left onto 208 Hollow Rd.; and then heading straight up hill to the waste area site.
The Waste Area is a completely disturbed, A1 status Refuse Recovery operation (Permit 836-9038).
Project Area
Three portals are located above KY-7 on the outskirts of Wayland. The portals are draining water, which is causing movement in the hillside below. AML reclamation activities would close the open portals and remove the slide material, threatening KY-7 motorists. The portal area also has dangerous sandstone rock overhangs and sandstone boulders, which would be hoe-rammed into approximately Class II/III sized rocks. The area below the portal would be excavated to rock with ECB transition areas on either side. Excavated rock ditches would be constructed to ensure portal drainage has a direct route to the roadside ditch. Class II ditches would also be constructed along the access road to the portals to divert drainage from the hillside above, into the roadside ditch. An HDPE Pipe and headwalls would be installed beneath the access road entrance to facilitate drainage in the roadside ditch.
Silt fence and/or bales are proposed for proper silt control. A Traffic Control bid item is included to ensure safety of KY-7 motorists while reclamation activities are occurring. A Utility Relocation bid item is included to replace “in kind” qualifying features as disturbed to facilitate the abatement plan. Likewise, a Roadway Stone bid item is included to repair “in kind” any damage to the access roads during normal construction activities.
General
All disturbed areas (site and waste area) would be re-revegetated according to KY
AML standards.
Glasgow Independent Schools – Glasgow High School Softball Field
Glasgow Independent Schools – Glasgow High School Softball Field
PROJECT DESCRIPTION: Project consists of construction of earthwork, a parking lot, a
softball field, press box, dugouts, and a field house. Field house to include restrooms,
locker area, practice area and concession area.
Spencer County Public Schools – Spencer County High School Academic and Athletics Buildings
Spencer County Public Schools – Spencer County High School Academic and Athletics Buildings
PROJECT DESCRIPTION:
Project consists of two (2) classroom addition to existing Spencer County
High School, and the demolition of existing outbuildings currently associated with athletics. Existing structures will be replaced with a new academic/athletics building adjacent to the existing football/track facility. New structure is a an approximately 13,785 sf load-bearing
masonry building with light gauge metal trusses and metal roof assembly. Site improvements include replacement of the existing track, sports lighting, bleachers, site grading and parking, and the relocation of existing greenhouses, and new storage building, new tennis courts, and new bleachers at baseball and softball.
(DEMOLITION AND PREPARATION) – REMOVE ALL EXISTING SHINGLES, FELT, FLASHING, COUNTER FLASHING, OTHER ROOFING ACCESSORIES, GUTTERS AND DOWNSPOUTS, ETC IN ITS ENTIRETY AND DISCARD PROPERLY OFFSITE.
PROTECT ALL ROOFING EXHAUST VENTS AND OTHER EQUIPMENT AS REQUIRED.
CONTRACTOR AND ARCHITECT TO VISUALLY INSPECT THE DECK BEFORE INSTALLATION.
(NEW WORK) INSTALL HIGH TEMPERATURE, REINFORCED, SYNTHETIC MEMBRANE UNDERLAYMENT AND SBS MODIFIED HD SHINGLES AS SHOWN IN THE DRAWINGS AND SPECIFICATIONS.
ALSO INCLUDED IN THE NEW WORK: NEW FLASHING, COUNTERFLASHING, RIDGE CAPS, RIDGE VENTS AS REQUIRED, CLOSED VALLEY FLASHINGS, DRIP EDGES, RAKE EDGES AND HD STEEL GUTTERS AND DOWNSPOUTS, ETC.
