Addendum 1.pdf
PDF 332 KB Posted
- Solicitation number
- RFB 785 2700000159 2
- Issued by
- Metcalfe County, Kentucky
About this file
This Addendum 1 document pertains to Invitation to Bid No. RFB-98-27 issued by the Commonwealth of Kentucky Department for Facilities and Support Services, Division of Engineering and Contract Administration, on behalf of the Wendell H. Ford Regional Training Center under the Department of Military Affairs in Greenville, Kentucky. The project involves Cypress Creek Restoration Phase IV and includes modifications to herbicide application methods for invasive species management and clarification on culvert installation specifications. Specification 32 94 10 has been amended to permit unmanned aerial vehicles, helicopters, and manual herbicide application, with previously disturbed phases requiring manual spraying and undisturbed areas allowing either aerial or helicopter application methods, subject to flight plan approval. Tree clearing activities are restricted to November 15 through March 31, and culvert crossing specifications are detailed in Specification 33 42 13. The project includes a single application to designated areas shown on Drawing Sheet Number 04, with questions accepted through October 19, 2026, and the technical contact identified as Jared Looney, PE (jlooney@thirdrockconsultants.com / 859-977-2000).
The addendum addresses bidding procedures, confirming that application subcontractors who did not attend site visits may participate under eligible prime bidders, and that the plan holder list is available through Lynn Imaging. Registered DJI drones are permitted for the project. Culvert specifications require polymer-coated corrugated metal pipe conforming to KYTC Standard Specifications, with specific gauge requirements based on diameter, along with corrugated bands, Type I geotextile fabric, clean limestone rock, and backfill materials sourced from required excavations or approved borrow areas. Installation tolerances require stone and culvert inverts to be within 0.2 feet of drawing specifications. Winning bid information is available through open records requests, though application-specific estimates are not publicly disclosed. No pricing details, funding sources, or contract award information are provided in this addendum document.
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| File | Type | Posted |
|---|---|---|
| Final_RFB_785_2700000159_2_SO_FORM.PDF | ||
| Final_RFB_785_2700000159_1_SO_FORM.PDF |
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Text version
COMMONWEALTH OF KENTUCKY
DEPARTMENT FOR FACILITIES AND SUPPORT SERVICES
DIVISION OF ENGINEERING AND CONTRACT ADMINISTRATION
INVITATION TO BID NO: RFB-98-27
FOR: Cypress Creek Restoration Phase IV Wendell H. Ford Regional Training Center Department of Military Affairs Greenville, Kentucky
DATE: October 20, 2026
RFB-785-2700000159
ADDENDUM NO. One (1)
BIDDER SHALL CONFORM TO THE FOLLOWING CHANGES AS SAME SHALL BECOME BINDING
UPON THE CONTRACT TO BE ISSUED IN RESPONSE TO THIS INVITATION TO BID.
Item 1: Refer to attached addendum for all additions, deletions, and/or changes to specifications and/or drawings.
END OF ADDENDUM
Invitation to Bid No. RFB-98-27 For: Cypress Creek Restoration Phase IV Wendell H. Ford Regional Training Center Department of Military Affairs
Janis Wilhoite, Statewide Procurement Analyst II Division of Engineering and Contract Administration
October 20, 2026
Addendum 1
Specification 32 94 10 - This specification shall be modified to include un-manned aerial vehicles, helicopters, and manual herbicide application. Phases that have been completed prior will require manual spraying of invasive species. Areas that have not been disturbed prior to this project may use either un-manned aerial vehicles or helicopters to apply herbicide. Flight plan approval is still required per specification.
Specification 31 13 13 - Tree clearing activities shall be limited to November 15 through March 31.
See attached Specification 33 42 13 for clarification on culverts.
Questions & Responses
• Can an application subcontractor that did not attend that visit participate under an eligible prime bidder? Is an attendee/planholder list publicly available?
Yes. Plan holder list and contact info is available on the Lynn Imaging advertisement for the project.
• Please direct us to the controlling application specifications, current addenda, treatment acreage/passes and expected performance windows.
Please refer to Specification 32 94 10 and Drawing Sheet Number 04.
• Are DJI aircraft prohibited, and what military-site, aviation, insurance and Kentucky applicator requirements must be met at subcontract approval versus performance?
Registered DJI drones are permitted. Refer to Specification 32 94 10.
• Who is the appropriate technical contact, and is there a permitted channel for remaining questions at this stage?
Jared Looney, PE, is the Engineer (jlooney@thirdrockconsultants.com / 859-977-2000). Question deadline was 10/19/26.
• Are application mobilization and follow-up treatments separately priced or included in a combined line item? Are public application-specific estimates or eventual awarded rates available?
This project includes one single application to areas indicated on Drawing Sheet Number 04. The winning bid is available by open records request, but application specific estimates are not.
RFB-98-27
Cypress Creek Stream Restoration Phase 4 Wendell H. Ford Regional Training Center
KENTUCKY FINANCE AND ADMINISTRATION CABINET
TEMPLATE RESTORATION PROJECT
DUMMY COUNTY, KENTUCKY
TECHNICAL SPECIFICATIONS
33 42 13 – CULVERT CROSSING
© 2023 Third Rock Consultants, LLC
PART 1 – GENERAL
Contractor shall furnish all materials, equipment, and labor required to install culvert crossings as detailed on the Drawings, required by the Technical Specifications, or directed by Engineer. This work may include removing existing pipe and relaying pipe.
1.1 Submittals. Contractor shall furnish copies of delivery tickets or other acceptable receipts as evidence of materials received and used to install low water crossings.
1.2 Restrictions. Contractor shall be responsible for and repair, at its expense, any damage to foundations, structures, or any part of the work until Final Completion.
PART 2 – MATERIALS
2.1 Polymer Coated Corrugated Metal Pipe. Corrugated metal pipe culvert(s) shall conform to KYTC Standard Specifications, Section 810. Pipe culvert(s) shall be polymer coated and 5 inch X 1 inch corrugation. For 12 feet diameter pipe culverts, material shall be 10 gage, while 6 feet diamter pipe culverts shall be 14 gage material.
2.2 Corrugated Bands. Bands shall be polymer coated 10c corrugated bands.
2.3 Geotextile Fabric. Geotextile fabric shall be Type I as specified in Section 31 05 19.
2.4 Rock. All rock shall consist of clean limestone of the specified size; hard, durable, and angular in shape, and resistant to weathering. Rock shall not contain deleterious amounts of shale, as determined by Engineer. Porous or friable rock shall not be acceptable. Size(s) of rock are indicated on the Drawings. Refer to Section 01 57 15 for roadway installation.
2.5 Backfill. All fill material shall be obtained from required excavations and approved borrow areas. The selection, blending, routing, and disposition of material in the various fills shall be subject to approval by Engineer.
PART 3 – EXECUTION
3.1 Site Preparation. Contractors shall strip roadway or sub grade surfaces at which culverts are to be placed to remove existing culvert(s) and other unsuitable materials and shall be excavated to the lines and grades shown on the Drawings. All surplus and/or unsuitable material will be designated as waste and shall be disposed of at locations shown on the Drawings or at a location acceptable to Owner.
3.2 Installation. Contractor shall:
(A) Rough grade the stream channel upstream and downstream of the culvert crossing prior to installation.
(B) Place bedding, install culvert(s), place compacted backfill, and place compacted cover according to manufacturer’s specifications. Ensure that culvert(s) are placed at the appropriate inlet invert and outlet invert elevations, as shown in the Drawings.
(C) Once cover has been placed over the culvert(s) to sufficiently match existing roadway elevations, geotextile fabric and roadway stone shall be installed as shown in the Drawings and specified in Section 01 57 15.
KENTUCKY FINANCE AND ADMINISTRATION CABINET
CYPRESS CREEK STREAM RESTORATION PROJECT - PHASE 4
MUHLENBERG COUNTY, KENTUCKY
TECHNICAL SPECIFICATIONS
TS-53
KENTUCKY FINANCE AND ADMINISTRATION CABINET
TEMPLATE RESTORATION PROJECT
DUMMY COUNTY, KENTUCKY
TECHNICAL SPECIFICATIONS
33 42 13 – CULVERT CROSSING
© 2023 Third Rock Consultants, LLC
3.3 Tolerances. All stone and culvert inverts shall be within two-tenths of one (0.2) foot of the Drawings.
END OF SECTION 33 42 13
KENTUCKY FINANCE AND ADMINISTRATION CABINET
CYPRESS CREEK STREAM RESTORATION PROJECT - PHASE 4
MUHLENBERG COUNTY, KENTUCKY
TECHNICAL SPECIFICATIONS
TS-54
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