Housing Authority of Berea – HVAC Replacement
Housing Authority of Berea – HVAC Replacement
The work to be performed consists of: Gas furnace and condensing unit replacement
Project Location: Berea, Kentucky
Uncategorized
Administrative Office of the Courts – Office Fit-Up
Administrative Office of the Courts – Office Fit-Up
Please note: Addendum 01 has changed the pre-bid and bid dates.
Project consists of furnishing all labor, materials, supplies, tools,
services, etc., necessary for:
OFFICE FIT-UP FOR
ADMINISTRATIVE OFFICE OF THE COURTS
Project Location: Frankfort, Kentucky
Blue Grass Airport – 1816 General Aviation Pavement Projects
Blue Grass Airport – 1816 General Aviation Pavement Projects
GENERAL
AVIATION PAVEMENT PROJECTS
• T-HANGAR APRON REHABILITATION (EAST SIDE)
• BOX HANGAR ACCESS TAXIWAY REHABILITATION (EAST SIDE)
Project Location: Lexington, Kentucky
191051 Calloway Call 301
| Kentucky Transportation Cabinet CALL 301 CONTRACT ID 191051 CALLOWAY COUNTY FD04 SPP 018 0641 005-007 : US-641 (MP 5.666) MAJOR WIDENING FROM THE TENN.STATE LINE TO MURRAY PRIORITY SECTION 2 FROM TENN. STATE LINE TO CLARKS RIVER BRIDGE (MP 6.666), A DISTANCE OF 0.97 MILES. GRADE, DRAIN& SURFACE WITH BRIDGE. SYP NO. 01-00314.10. Project Location: Calloway County, Kentucky More Details |
195139 Ohio Call 201
| Kentucky Transportation Cabinet CALL 201 CONTRACT ID 195139 OHIO COUNTIE 092GR19D050-STP BRZ US-62 OHIO COUNTY STP BRZ 5038(115) : US-62 Midpoint, A DISTANCE OF 0.10 MILES. BRIDGE REPLACEMENT. SYP NO. 02-01083.00. OHIO COUNTY STP BRZ 9030 (169) : US-62 (MP 12.000) ADDRESS DEFICIENCIES OF BRIDGE OVER BRANCH OVER THREELICK FORK ON US 62 0.4 MILE E. OF GREEN MEADOWS DRIVE (CS 6068) IN BEAVER DAM. (092B00033N) (MP 12.074), A DISTANCE OF 0.07 MILES. BRIDGE REPLACEMENT. SYP NO. 02-01091.00. Project Location: Ohio County, Kentucky More Details |
191052 Jefferson Call 112
| Kentucky Transportation Cabinet CALL 112 CONTRACT ID 191052 JEFFERSON COUNTY STP BRZ 8760(004) : GRADE LANE(CR-1001) ADDRESS DEFICIENCIES OF BRIDGE OVER NORTHERN DITCH OF GRADE LANE(CR-1001G) 0.34 SOUTH OF KY-1747, A DISTANCE OF 0.04 MILES. BRIDGE REPLACEMENT. SYP NO. 05-01077.00. Project Location: Jefferson County, Kentucky More Details |
191236 Knott Call 111
| Kentucky Transportation Cabinet CALL 111 CONTRACT ID 191236 KNOTT COUNTY STP BRZ 1203 (405) : ROCKLICK BRANCH ROAD (CR 1008) (MP 0.000) ADDRESS DEFICIENCIES ON BRIDGE ON ROCKLICK BRANCH (CR 1008) OVER RIGHT FORK OF BEAVER CREEK AT JUNCTION WITH SOUTH HIGHWAY 7 (MP 0.040), A DISTANCE OF 0.09 MILES. BRIDGE WITH GRADE, DRAIN & SURFACE. SYP NO. 12-01116.0 Project Location: Knott County, Kentucky More Details |
191242 Mason Call 110
| Kentucky Transportation Cabinet CALL 110 CONTRACT ID 191242 MASON COUNTY STP BRZ 0903 (208) : DAVIS LANE (CR 1124) (MP 0.007) ADDRESS DEFICIENCIES ON THE BRIDGE ON DAVIS LANE (MP 0.029), A DISTANCE OF 0.09 MILES. BRIDGE WITH GRADE, DRAIN & SURFACE. SYP NO. 09-08910.00. Project Location: Mason County, Kentucky More Details |
191053 Christian Call 109
| Kentucky Transportation Cabinet CALL 109 CONTRACT ID 191053 CHRISTIAN COUNTY STP BRZ 0203 (349) : SUBSTATION ROAD(CR-1116) Midpoint, A DISTANCE OF 0.10 MILES. BRIDGE REPLACEMENT. SYP NO. 02-01085.00. Project Location: Christian County, Kentucky More Details |
191223 Jefferson Call 108
| Kentucky Transportation Cabinet CALL 108 CONTRACT ID 191223 JEFFERSON COUNTY STP 8714 (014) : KY 22 & GOOSE CREEK ROAD INTERSECTION (MP 2.537) RECONSTRUCT KY 22 AT GOOSE CREEK ROAD (MP 2.937), A DISTANCE OF 0.40 MILES. GRADE & DRAIN WITH ASPHALT SURFACE. SYP NO. 05-00371.13. Project Location: Jefferson County, Kentucky More Details |
191238 Taylor Call 105
| Kentucky Transportation Cabinet CALL 105 CONTRACT ID 191238 TAYLOR COUNTY NHPP 6000 (143) : CAMPBELLSVILLE BYPASS (KY 555) HEARTLAND PARKWAY: IMRPOVE MOBILITY AND CONNECTIVITY VIA NEW CAMPBELLSVILLE BYPASS FRON KY 55 SOUTH OF CAMPBELLSVILLE TO KY 70, A DISTANCE OF 3.30 MILES. GRADE & DRAIN AND PAVEMENT ALTERNATES. SYP NO. 04-00142.20. Project Location: Taylor County, Kentucky More Details |
191045 Marshall Call 104
Kentucky Transportation Cabinet
| CALL 104 CONTRACT ID 191045 MARSHALL COUNTY NHPP 0411 (037) : MAIN ST.AND POPLAR ST.(US-641) (MP 7.981) ADDRESS PAVEMENT CONDITIONS OF AC PAVEMENT (MP 8.824), A DISTANCE OF 0.84 MILES. ASPHALT PAVEMENT & ROADWAY REHAB. SYP NO. 01-20016.00. Project Location: Marshall County, Kentucky More Details |
191239 Henderson Call 100
Kentucky Transportation Cabinet
CALL 100 CONTRACT ID 191239 HENDERSON COUNTY STP BRO 5053 (031) : US 60 (MP 19.236) ADDRESS DEFICIENCIES OF BRIDGE ON US 60 OVER GREEN RIVER AT INSECTION WITH KY 1078 (MP 19.444), A DISTANCE OF 0.82 MILES. BRIDGE WITH GRADE, DRAIN & SURFACE. SYP NO. 02-01080.00.
Project Location: Henderson County, Kentucky
City of Frankfort – Boone National Guard Sanitary Sewer Rehabilitation
City of Frankfort – Boone National Guard Sanitary Sewer Rehabilitation
The project
includes, but is not limited to, the following:
The repair/replacement of approximately 4,200 LF of 8-inch gravity sewer
including 26 new or replacement manholes and 16 cleanouts together with all
related work
Project Location: Frankfort, Kentucky
Housing Authority of Cadiz – Modernization
Housing Authority of Cadiz – Modernization
The project consists of:
Door Hardware, Screen Doors, & Painting of Doors
Project Location: Cadiz, Kentucky
Housing Authority of Dawson Springs – Modernization
Housing Authority of Dawson Springs – Modernization
The project consists of:
Foundation Cladding & Painting
Project Location: Dawson Springs, Kentucky
RFB-47-20 DMA – Lexington RC Interior Modernization Project
RFB-47-20 DMA – Lexington RC Interior Modernization Project
Estimate:
$1,052,371.00
Estimated Length of Project:
90 (Substantial Completion) + 30 (Final Completion)
A. This Work includes interior renovations to the Lexington Readiness Center located at 4301 Airport Road in Lexington, Kentucky. The scope includes the following items:
• New floor finishes throughout the building.
o Caging / Storage Area: Polished Concrete
o Lower level offices/Gym: Polished Concrete
o New Restrooms Lower Level: MMA Coating
o Stairs: Resilient stair treads.
o Upper Level Halls: Polished Concrete
o Upper Level Office: Carpet Tile
• Revise lower level floor plan to include two renovated accessible restrooms with shower stalls, dressing areas, water closets, urinals, and solid surface lavatories in solid surface vanity counter.
o All plumbing fixtures and piping to be replaced.
o All new piping to be PVC.
o Plumbing chase wall to be taken down to allow plumbing work in Men’s, new plumbing chase to be constructed in new lower level “Women’s” restroom.
o Both restrooms to include new painted metal lockers.
o New ventilation will be provided in restrooms.
• Delete operable accordion partitions in lower level offices, replace new painted C.M.U. walls.
• Paint all walls in areas identified on plans and schedules. Generally these are the same areas receiving floor and ceiling replacement.
• New humidity resistant 2×2 ceiling grid throughout areas identified on plans.
• Reconfigure office at addition wing of building to create a new corridor leading to caging storage area.
• Fill in opening in wall separating caging/storage area into two distinct zones to be used by separate companies stationed at the facility. New Supply Sgt. Office to be created in caging / storage area.
• Upper level offices to be renovated with new floor finish, wall paint, and ceiling tile and grid.
• Upper level to have existing Women’s restroom renovated into restrooms. New Men’s and Women’s single user restrooms will be constructed. Women’s to include water closet and lavatory, Men’s to include water closet, lavatory and urinal.
• Through wall air conditioner will be deleted and wall patched.
• Windows indicated on plans (punched windows and glazed entries) will be replaced with new blast resistant aluminum framed storefront system with laminated glazing.
• New hollow metal doors and frames will be provided where indicated on plans.
• Most existing hollow metal doors and frames will remain. Existing doors will review new ADA compliant lever hardware and will be painted.
• Total of four new Class 5 Vault Doors will be provided at existing three vaults.
• New LED lighting will be installed at areas indicated on plans, these are typically areas receiving new ceiling. Caging / storage areas will also receive new LED lighting.
• New Supply Sgt. Office in caging / storage area will receive new HVAC system (mini-split).
Project Location: Lexington
RFB-46-20 WD – Paducah Kentucky Career Center Roof Replacement
RFB-46-20 WD – Paducah Kentucky Career Center Roof Replacement
Estimate:
$251,800.00
Estimated Length of Project:
90 (Substantial Completion) + 30 (Final Completion)
The Project involves the removal and replacement of 13,716 square feet of existing built-up roofing membrane on a single-story building structure. The existing roofing membrane is a gravel-surfaced, four-ply coal tar pitch roof system over perlite insulation over rigid insulation board. The replacement roofing system shall include tapered polyisocyanurate insulation below cover board with a two-ply cold-applied modified bitumen membrane system and flashings. Work shall include installing metal coping over existing stone copings and replacement of existing floodlight.
Project Location: Paducah
RFB-42-20 KYTC – Boone County Rest Area Roof Repairs & Replacement
RFB-42-20 KYTC – Boone County Rest Area Roof Repairs & Replacement
Estimate:
$530,949.00
Estimated Length of Project:
90 (Substantial Completion) + 15 (Final Completion)
The project includes removing the existing asphalt shingle roofing and replacing with a standing seam metal roof for the I-71 Northbound and Southbound Rest Areas in Boone County, KY. The total square footage of new standing seam metal roof is 28,120 sq. ft. The buildings to receive new metal roof consist of the main restroom buildings, vending machine buildings, information center building, trucker’s restroom buildings, and trucker’s vending machine buildings. The project includes selective demolition to the upper roof caps of the main restroom buildings and rebuilding these upper roof caps with a gabled roof structure in lieu of the existing flat roof structure. These upper roof caps will have new finishes on the vertical walls, which are scheduled to be painted cementitious board siding with “fry reglet” trim. Roof accessories included in the project consist of new gutters, downspouts, and snow guards. The project includes minor modifications to the HVAC ductwork and venting in the upper roof caps of the main restroom buildings.
Project Location: Boone
RFB-45-20 DMA – Benton RC HVAC Replacement Project
RFB-45-20 DMA – Benton RC HVAC Replacement Project
Estimate:
$520,000.00
Estimated Length of Project:
90 (Substantial Completion) + 21 (Final Completion)
This project will generally consist of a HVAC replacement of the existing system. The work consists of the following: installation of new HVAC equipment; expansion of the existing Building Automation System, installation of a new water heater; installation of natural gas piping; installation of electrical power for new equipment. The trades involved include, but are not limited to: demolition; mechanical; insulation; temperature controls; and electrical.
Project Location: Benton
KCTCS System Office Enhancement
KCTCS System Office Enhancement
Project consists of a full interior finish upgrade, new office suite within an
existing unfinished warehouse area, rerouting of existing raised access floor power and plenum boxes thru a phased new owner provided/installed workstation configuration. And minor demolition to reconfigure existing spaces for new Wellness Center and Work Café. Some
exterior work will include new punched windows, a new entry as part of Alternate 1 and minor roof repair associated with a new rooftop unit.
1. Base project cost range is anticipated to be under $2,837,000.
a. Alternate # 1 project cost range is anticipated to be under $121,300
b. Alternate # 2 project cost range is anticipated to be under $68,4000
Project Location: Versailles, Kentucky
730 Waterford Road Drainage Improvement Project
730 Waterford Road Drainage Improvement Project
Description and location of Project: This unit based construction order for the 12-inch pipe and drain system along Waterford Road in Metro Council District 7.
Project Location: Louisville, Kentucky
Pomeroy Court Drainage Improvement Project
Pomeroy Court Drainage Improvement Project
Description and location of Project: This unit based construction order for the 4-foot flat bottom paved ditch installation along the rear easement behind Pomeroy Court in Metro Council District 11.
Project Location: Louisville, Kentucky
RFB-39-20 KCTCS – BCTC Danville Advanced Manufacturing Center
RFB-39-20 KCTCS – BCTC Danville Advanced Manufacturing Center
Estimate:
$3,462,913.00
Estimated Length of Project:
425 (Substantial Completion) + 30 (Final Completion)
New addition to the existing Danville BCTC Campus to add the new Advanced Manufacturing Center. The addition will include new AMC laboratories, classrooms, restrooms, and collaboration spaces. The scope of work includes, but is not limited to, new partitions and finishes, new structural steel frame, new mechanical and plumbing systems, and new electrical systems. Some MEP systems will utilize existing infrastructure and extend services to the addition.
Project Location: Danville
RFB-43-20 KYTC – Marshall Co Salt Storage Structure
RFB-43-20 KYTC – Marshall Co Salt Storage Structure
Estimate:
$132,168.00
Estimated Length of Project:
75 (Substantial Completion) + 30 (Final Completion)
This project is for the construction of a new 60’-3″ long x 60-0″ wide x 10’ high concrete structure with an interior concrete pad and entrance apron for the purpose of bulk storage of roadway, deicing salt.
Class “A” concrete shall be reinforced with epoxy coated rebar & fiber, which shall be used throughout the shallow, spread footing and walls. 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.
Nine (9) inch thick, Class “AA” concrete modified with fiber & epoxy coated rebar, concrete slabs shall 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.
Project Location: Marshall
