City of Frankfort – Unit Price Concrete Projects – 2019
City of Frankfort – Unit Price Concrete Projects – 2019
Project consists of concrete sidewalk and curb
maintenance and new sidewalk and curb construction, and miscellaneous storm sewer
construction to be performed for the City of Frankfort Public Works Department on an as
needed, cafeteria style project scope.
Campbellsville Independent Schools – Campbellsville Independent Middle School Roof Replacement
Campbellsville Independent Schools – Campbellsville Independent Middle School Roof Replacement
Project consists of furnishing the specified labor, materials, supplies, tools, and or services, indicated for the:
Campbellsville Independent Middle School Roof Replacement
Work includes the subgrade preparation, forming, placement of reinforcement, pouring and finishing of one 60’ x 40’ boat ramp (Site A) and one 40’ x 20’ boat ramp (Site B), which will provide sustainable access into Big Reno Lake located on the Wendell H. Ford Regional Training Center (WHFRTC) near Greenville, KY. These boat ramps will support multiple military training exercises, Kentucky Emergency Management (KYEM) Fire and Emergency water rescue training, and Kentucky Division of Environmental Protection (KYDEP) water spill response training. This project will also provide erosion control, nesting habitat for aquatic species, and establish bank stabilization. Refer to Drawings and Specifications for additional information.
Housing Authority of Versailles – Storage Building and Smoking Areas
Housing Authority of Versailles – Storage Building and Smoking Areas
The work to be performed consists of:
A. Construct storage buildings
1. Split face concrete block
2. Metal roofing
B. Concrete sidewalks
C. Smoking Areas
Work includes providing all items, articles, materials, operations or methods herein listed, mentioned
or scheduled on the Project Documents and / or herein, including all labor, materials, equipment, services and
incidentals as necessary for their completion.
Housing Authority of Versailles – Clifton Road Parking Lot
Housing Authority of Versailles – Clifton Road Parking Lot
The work to be performed consists of:
A. Asphalt paving and seal coat
Work includes providing all items, articles, materials, operations or methods herein listed, mentioned
or scheduled on the Project Documents and / or herein, including all labor, materials, equipment, services and
incidentals as necessary for their completion.
McCreary County Water District – Contract No. 2 – Wastewater Treatment Plant Chemical Room Improvements
McCreary County Water District – Contract No. 2 – Wastewater Treatment Plant Chemical Room Improvements
Project consists of construction of Contract 2 – WWTP Chemical Room Improvements
including relocation and addition of chemical storage tanks, chemical feed pumps, demolition and
replacement of containment wall, and all related appurtenances
McCreary County Water District – Contract No. 1 – Stearns To Smithtown Water Main Improvements
McCreary County Water District – Contract No. 1 – Stearns To Smithtown Water Main Improvements
Project consists of construction of Contract 1 – Stearns to Smithtown Water Main Improvements including approximately 10,400 LF of 8”, 11,900 LF of 6”, 7,230 LF of 4”, 2,100 LF
of 2” water main, and all related appurtenances
Town Center Phase 2, which will include site construction of restroom building, sidewalks, grading, landscaping, curbs electrical and all items shown in construction documents
Town of Clarksville – Wooded View Golf Course Irrigation and Improvements Project
Town of Clarksville – Wooded View Golf Course Irrigation and Improvements Project
This project includes installation of a complete new irrigation system throughout the
Wooded View Golf Course, installation of an Irrigation Pump/Building, site improvements
including tee box modifications, sand bunker modifications, drainage improvements, and all
other items shown on the plans and mentioned in the specifications for a complete project.
Madison County Utilities District – Oakley Wells Water Line Replacement
Madison County Utilities District – Oakley Wells Water Line Replacement
The work to be bid upon is described as follows :
Oakley Wells Water Line Replacement
Construction of 2660 LF of 6″ PVC Water Main, 1 Wet Tap Connections, 24 LF of Bore with Steel
Encasement, 130 LF of Free Bore, 3 Gate Valves, 3 Fire Hydrants, 1 Bypass Meter, Connection to 17
Meters, 530 LF of I” Service Line, 104 LF of Bore w/1 ½” PVC Encasement and other necessary
items
The project includes providing all construction supervision, labor, materials, and tools necessary
for improvements to the Firethorn Detention Basin Improvements. Improvements include
demolition of the existing stormwater drainage trench and associated piping, installation of
approximately 280 linear feet of new stormwater drainage trench and associated piping, repair of
the existing embankment, site grading, and removal of unsuitable soil.
Housing Authority of Richmond – Storage Building Construction
Housing Authority of Richmond – Storage Building Construction
The work to be performed consists of: Smith Village
A. Construct storage building (1)
1. EIFS
2. Stone installation
3. Asphalt shingles
4. Wood frame construction
B. Concrete replacement
Work includes providing all items, articles, materials, operations or methods herein listed, mentioned
or scheduled on the Project Documents and /
FY2020 – RFQ FOR STORMWATER QUALITY PROGRAM SUPPORT SERVICES
FY2020 – RFQ FOR STORMWATER QUALITY PROGRAM SUPPORT SERVICES
The Louisville and Jefferson County Metropolitan Sewer District (MSD) invites submittal of responses to a Request for Qualifications (RFQ) from qualified and experienced firms, or teams, to provide Stormwater Quality Program Support Services. These services will support the MSD MS4 team’s efforts in planning, evaluating, and implementing program activities, including the five-year Stormwater Quality Management Plan and associated permit requirements.
The deadline for responding to this RFQ with a Statement of Qualifications (SOQ) is Friday, July 19, 2019, 1:00 PM, local time.
MSD will score the responses to this RFQ and issue a Request for Proposal to one or more Respondents. Based upon the selected proposal submitted in response to this RFP, MSD intends to negotiate with the selected Respondent regarding the final Proposal for services on, or before, October 1, 2019.
This RFQ may be obtained from MSD’s Bids website at www.msdbids.com. All inquiries shall be directed to Rene’ Thomas at rene.thomas@louisvillemsd.org, One Water Chief Procurement Officer, via e-mail only (no phone inquiries please) addressed to rene.thomas@louisvillemsd.org with attention to the Stormwater Quality Program Support Services RFQ. The deadline for inquiries is Tuesday, June 18, 2019, 1:00 PM local time.
Any interpretations, corrections, or changes to this RFQ will be made by addenda, prepared and submitted by MSD. Any addenda will be distributed to the firms that downloaded this RFQ via e-mail.
There will not be a pre-submittal meeting or an opportunity for open questions. No site visits will be scheduled during the RFQ period. Therefore, SOQ’s should be developed based on the information contained within this document and the experience of the Respondent.
Procurement Process
The selection of Qualified Respondents through the RFQ process is governed by the Louisville and Jefferson County Metropolitan Sewer District Procurement Regulations, which are modeled after Kentucky Revised Statutes 45A.345 to 45A.460.
Procurement Schedule
The RFQ process commences upon the issuance of this RFQ. The steps involved in the procurement process and the anticipated dates are as follows:
RFQ released – Monday, June 3, 2019
Deadline for inquiries in writing – Tuesday, June 18, 2019, 1:00 PM
Deadline for answers – Tuesday, July 2, 2019
Deadline for SOQ submittal – Friday, July 19, 2019, 1:00 PM
RFP Issued (estimated) – Tuesday, August 13, 2019
On-Site Interviews (estimated) – Tuesday, September 3, 2019
Approval of Contract (estimated) – Tuesday, October 1, 2019
Statement Submittal
To be given consideration, Respondents must submit an original and seven (7) copies of their Statement of Qualifications to Rene’ Thomas, One Water Chief Procurement Officer, 700 West Liberty Street, Louisville, Kentucky 40203, via mail or hand delivery, no later than 1:00 p.m. Local Time on Friday, July 19, 2019.
Statements of Qualifications will not be accepted by facsimile transmission or by e-mail, and no more than one proposal from any Respondent will be considered. As described in Section VII, the submittal should not exceed 25 pages (excluding resumes).
Statements of Qualifications not received by MSD by 1:00 p.m. Local Time on Friday, July 19, 2019, will be rejected.
Addenda or Amendments to RFQ
During the period provided for the preparation of responses to the RFQ, MSD may issue addenda, amendments, or answers to written inquiries. All such addenda, amendments or answers will be posted / issued as noted and shall constitute a part of the RFQ. Respondents are encouraged to view the listed web site regularly for any issued addenda, amendments or answers, as it is the responsibility of the Respondent to obtain.
Inquiries
Any requests for information or other inquiries should be directed in writing to the attention of Rene’ Thomas at rene.thomas@louisvillemsd.org, One Water Chief Procurement Officer, by 1:00 p.m. Local Time, Tuesday, June 18, 2019. Respondents must not contact any other MSD representative for information and/or to inquire about the status of this procurement prior to the submission of Statements of Qualification.
A. This Work includes the construction of a 2,000 sf office building at 2441 Lexington
Rd, Richmond, KY 40475. The building is slab-on-grade with wood framed walls on
C.M.U. stem walls on poured concrete spread footings, with vinyl clad double hung
wood windows, R-19 batt insulation, shop-fabricated wood trusses, asphalt shingle
roofing, and fiber cement siding. Typical floor finish to be Luxury Vinyl Tile (Solid Vinyl
Tile) with ceramic tile in the restrooms, typical wall finish to be painted gypsum board,
typical ceiling to be suspended acoustical tiles. Typical ceiling height to be 8’-0″,
typical bearing wall and interior partitions to be 10’-1″. There is to be no mechanical,
electrical, or plumbing work installed above the truss bearing (the attic) unless required
by the Contract Documents (i.e. vent through roof or weather head). The HVAC
system is an electric heat pump. The building will accommodate an occupancy of 21
and house the following rooms and functions: a large workroom with kitchenette, four
private offices, a small conference room, men’s and women’s restrooms, mechanical
room, custodial room, communications room, and reception room. The Work also
includes a small concrete parking area (1 space, accessible).
Estimate:
$103,992.00
Estimated Length of Project:
August 1, 2019 (Substantial Completion) + August 16, 2019 (Final Completion)
The Project Scope consists of the Exterior Site Upgrades in the vicinity of the newly constructed Instructional Complex, Building ‘L’, for Southcentral Kentucky Community and Technical College in Bowling Green, Kentucky. The construction scope includes a new donor plaza with adjacent cafe patio, concrete pedestal for future custom sculpture, and new sidewalks and stairs to improve campus circulation.
CCK-2422-19 Cooper Drive – Steam & Condensation Piping Replacement
CCK-2422-19 Cooper Drive – Steam & Condensation Piping Replacement
Contractor to remove existing 8 inch steam and 4 inch condensate piping, insulation, existing
concrete anchors, roadway, sidewalk and all associated spoils from the north side to south side
of Cooper Drive. The University will supply new steel piping, ells, and eccentric reducers as the
new piping will be 10 inch and 6 inch condensate.
LFUCG – WGPL Green Infrastructure Project – 60-2019
LFUCG – WGPL Green Infrastructure Project – 60-2019
The project includes providing all construction supervision, labor, materials, tools, test equipment
necessary for the WGPL Green Infrastructure Project.
CALL 202 CONTRACT ID 191031 SCOTT, WOODFORD COUNTIES 121GR19D031-BRZ WEISENBERGER MILL ROAD(CR-1015) SCOTT COUNTY STP BRZ 0703(334) : WEISENBERGER MILL ROAD(CR-1015) ADDRESS DEFICIENCIES OF THE WEISENBERGER MILL ROAD BRIDGE AT THE WOODFORD/SCOTT COUNTY LINE, A DISTANCE OF 0.01 MILES. BRIDGE REPLACEMENT. SYP NO. 07-08642.00. WOODFORD COUNTY STP BRZ 0703(334) : WEISENBERGER MILL ROAD(CR-1015) ADDRESS DEFICIENCIES OF THE WEISENBERGER MILL ROAD BRIDGE AT THE WOODFORD/SCOTT COUNTY LINE, A DISTANCE OF 0.03 MILES. BRIDGE REPLACEMENT. SYP NO. 07-08642.
CALL 200 CONTRACT ID 195117 VARIOUS COUNTIES 121GR19D117-STP VARIOUS BRIDGES IN DISTRICTS 5 AND 6 FRANKLIN COUNTY STP BRZ 9030 (107) : KY 420 (MP 1.948) ADDRESS DEFICIENCIE OF KY-420 BRIDGE OVER CEDAR RUN CREEK (037B00011N), FROM MP 1.948 TO MP 1.956. (MP 1.956), A DISTANCE OF 0.01 MILES. BRIDGE REPLACEMENT. SYP NO. 05-10000.00. GRANT COUNTY STP BRZ 9030 (098) : CR 1108 (MP 3.007) ADDRESS DEFICIENCIES OF CYNTHIANA ROAD (CR 1108) BRIDGE OVER COOPERTOWN CREEK (041C00008N), FROM MP 3.007 TO MP 3.013. (MP 3.013), A DISTANCE OF 0.01 MILES. BRIDGE REPLACEMENT. SYP NO. 06-10003.00. HENRY COUNTY STP BRZ 9030 (028) : KY 997 (MP 1.900) REPLACE BRIDGE ON KY 997 (1.903) OVER WHITE SULPHUR FORK (052B00060N) (MP 1.906), A DISTANCE OF 0.01 MILES. BRIDGE REPLACEMENT. SYP NO. 05-10002.00. HENRY COUNTY STP BRZ 9030(082) : KY 3320 (MP 1.816) ADDRESS DEFICIENCIES OF BRIDGE ON KY 3320 OVER TRIBUTARY OF HARRODS CREEK (052B00070N), FROM MP 1.816 TO MP 1.822. (MP 1.822), A DISTANCE OF 0.01 MILES. BRIDGE REPLACEMENT. SYP NO. 05-10004.00. HENRY COUNTY STP BRZ 9030(083) : CR 1027 (MP 2.423) ADDRESS DEFICIENCIES OF BRIDGE ON GULLION RUN ROAD OVER TRIBUTARY OF GULLION RUN (052C00045N), FROM MP 2.423 TO MP 2.429. (MP 2.429), A DISTANCE OF 0.01 MILES. BRIDGE REPLACEMENT. SYP NO. 05-10006.00. HENRY COUNTY STP BRZ 9030 (094) : KY 1606 (MP 6.326) ADDRESS DEFICIENCIES OF KY 1606 BRIDGE OVER WHITE SULPHUR FORK (052B00048N), FROM MP 6.326 TO MP 6.354. (MP 6.354), A DISTANCE OF 0.03 MILES. BRIDGE SUBSTRUCTURE REHAB. SYP NO. 05-10017.00. JEFFERSON COUNTY STP BRZ 9030 (026) : S Watterson Trail (MP 0.685) ADDRESS DEFICIENCIES OF S. WATTERSON TRAIL OVER FERN CREEK (056C00159N) (MP 0.691), A DISTANCE OF 0.01 MILES. BRIDGE REPLACEMENT. SYP NO. 05-10010.00. JEFFERSON COUNTY STP BRZ 9030 (095) : CHAMPIONS TRACE LN (CR 1021) (MP .710) ADDRESS DEFICIENCIES OF CHAMPIONS TRACE LN BRIDGE OVER S FK BEARGRASS CREEK (056C00096N), FROM MP .71 TO MP .728. (MP .728), A DISTANCE OF 0.02 MILES. BRIDGE REPAIRS. SYP NO. 05-10021.00. KENTON COUNTY STP BRZ 9030 (110) : KY 2045 (MP 0.397) REPLACE BRIDGE ON KY 2045 (0.400) OVER BRUSHY CREEK. (059B00025N) (MP 0.403), A DISTANCE OF 0.01 MILES. BRIDGE REPLACEMENT. SYP NO. 06-10012.00. OLDHAM COUNTY STP BRZ 9030(084) : KY 1488 (MP 2.031) ADDRESS DEFICIENCIES OF KY 1488 BRIDGE OVER ORGAN CREEK (093B00048N), FROM MP 2.031 TO MP 2.037. (MP 2.037), A DISTANCE OF 0.01 MILES. BRIDGE REPLACEMENT. SYP NO. 05-10012.00. OWEN COUNTY STP BRZ 9030 (111) : KY 3102 (MP 3.005) ADDRESS DEFICIENCIES OF KY-3102 BRIDGE OVER BRUSH CREEK (094B00034N), FROM MP 3.005 TO MP 3.017. (MP 3.017), A DISTANCE OF 0.01 MILES. BRIDGE REPAIRS. SYP NO. 06-10013.00. PENDLETON COUNTY STP BRZ 9030 (112) : KY 159 (MP 4.658) ADDRESS DEFICIENCIES OF KY 159 BRIDGE OVER NORTH LITTLE KINCAID CREEK (096B00006N), FROM MP 4.658 TO MP 4.68. (MP 4.680), A DISTANCE OF 0.02 MILES. BRIDGE REPLACEMENT. SYP NO. 06-10004.00. SPENCER COUNTY STP BRZ 9030 (027) : KY 1169 (MP 4.639) ADDRESS DEFICIENCIES OF KY 1169 BRIDGE OVER ELK CREEK (108B00040N), FROM MP 4.639 TO MP 4.655 (MP 4.655), A DISTANCE OF 0.02 MILES. BRIDGE REPLACEMENT. SYP NO. 05-10013.00.
CALL 108 CONTRACT ID 191033 LAWRENCE COUNTY HSIP 9010(340) : KY-2565 REALIGNMENT OF KY-2565 BETWEEN MP 3.2 AND MP 3.35(DEAD MAN CURVE) IN LAWRENCE COUNTY, A DISTANCE OF 0.20 MILES. ASPHALT SURFACE WITH GRADE & DRAIN. SYP NO. 12-00957.00.
CALL 102 CONTRACT ID 191032 PIKE COUNTY STP BRZ 1203 (413) : SOUTH RIVER ROAD CONNECTOR(CR-1181) ADDRESS DEFICIENCIES OF BRIDGE OVER LEVISA FORK ON SOUTH RIVER ROAD CONNECTOR(CR-1181-70) AT JCT WITH US-460 NEAR VIRGINIA STATE LINE, A DISTANCE OF 0.06 MILES. BRIDGE WITH GRADE, DRAIN & SURFACE. SYP NO. 12-01122.00.