Attachment 2 RFI Responses - 603-26-103 - Storm and Snow Damage Repair.pdf
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- Attached to
- Y1PZ--603-26-103 - Repair Storm and Snow Damage
- Solicitation number
- 36C24926B0001
About this file
This document is a Request for Information (RFI) for contract 36C24926B0001, titled "603-26-103 - Repair Storm and Snow Damage". The RFI contains a comprehensive list of questions from a potential contractor seeking clarification on multiple aspects of a repair project, with most responses indicating that the contractor must verify existing site conditions. Key areas of inquiry include culvert repairs in parking lots and roadways, storm drain culvert repairs near a loading dock, basin repairs, parking lot curb replacements and repairs, fence repairs along Country Club Road, drainage repairs in Lot 17, and storm line repairs for Building 4.
The document repeatedly emphasizes that the contractor must independently verify site conditions for most project elements, including pipe sizes, lengths, depths, locations of storm pipes and structures, wooden fence post replacements, and curb repair lengths. Specific guidance is provided for matching existing specifications, complying with local/state/federal regulations, and using contractor-determined means and methods for various repair tasks. The RFI suggests the project involves extensive infrastructure repair following storm and snow damage, with the contractor expected to conduct thorough on-site assessments to develop a precise repair strategy.
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Other files
| File | Type | Posted |
|---|---|---|
| 36C24926B0001 0002.docx | DOCX document | |
| 36C24926B0001 0001.docx | DOCX document | |
| Attachment 1 Sign In Sheet Site Visit 603-26-103 Repair Storm and Snow Damage.pdf | ||
| Attachment 3 Pricing Schedule.xlsx | XLSX spreadsheet | |
| 36C24926B0001_1.docx | DOCX document | |
| Attachment 2 - 17A Drain Issue Image.png | PNG image | |
| Attachment 1 Drawings - S-1 Rev 1.pdf | ||
| Attachment 8 Wage Dermination Number KY20240093 - Modification 9 - 8-22-2025.pdf | ||
| Attachment 4 Calculation of Self Performed Work.xlsx | XLSX spreadsheet | |
| Attachment 6 Contractor EMR Certification Form.docx | DOCX document | |
| Attachment 5 General Conditions Breakout.xlsx | XLSX spreadsheet | |
| Attachment 7 Request For Information Form.docx | DOCX document |
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Text version
RFI Responses - 36C24926B0001
603-26-103 - Repair Storm and Snow Damage
1. Where can we find the project specifications and drawings? The only thing we are able to find are two pictures and 4 pages that are outlined in the scope of work.
SAM.GOV
2. Who is inspecting entire drainage system and how?
MEANS & METHODS BY THE CONTRACTOR
3. It says replace as needed - how do we figure that?
SEE 2.4.E.1
4. It says to clean entire drainage system, does a vac truck or jet truck need to be planned?
MEANS & METHODS BY THE CONTRACTOR
5. Can we get pictures or some kind of confirmation on what trees/ stumps they are wanting
CONTRACTOR TO VERIFY EXISTING SITE CONDITIONS
6. All the information regarding 2.8
SEE 2.8 AND VERIFY EXISTING SITE CONDITIONS
7. Where do they want us to hook the drain up for bldg. 1?
SEE 2.7.A
8. More details on what curbs they need fixed in front of building 7 and 8?
CONTRACTOR TO VERIFY EXISTING SITE CONDITIONS
9. Start and end points for the curbs before final submission of bid. Specifically, the curb across from the loading dock by bldg. 1.
CONTRACTOR TO VERIFY EXISTING SITE CONDITIONS
10. Clarify the expectation for road repairs.
MUST COMPLY WITH ALL RELEVANT LOCAL, STATE, AND FEDERAL
REGULATIONS
11. Can we reuse the cables for the fence?
IF UNDAMAGED
12. Detailed Clarifications Part 2 – Work Description
CONTRACTOR TO VERIFY EXISTING SITE CONDITIONS
2.1 Culvert Repair – B. Replacement
1. Storm Drain Culverts (Parking Lots/Roadways)
• Please confirm the pipe sizes, lengths, depths, and exact locations of the three (3) culverts
(storm pipes) to be repaired.
CONTRACTOR TO VERIFY EXISTING SITE CONDITIONS
• What type of pipe is specified for replacement?
CONTRACTOR TO VERIFY EXISTING SITE CONDITIONS
• Is there a count of storm structures to be replaced in conjunction with this item? If so, please provide the sizes and depths of these structures.
VERIFY EXISTING CULVERTS AND REPLACE
• Is there a specification or type for the recessed flat grates referenced in this item?
MUST MEET CURRENT SPECIFICATIONS AND MATCH EXISTING IF POSSIBLE
2. Storm Drain Culvert (Loading Dock)
• Please confirm the pipe size, length, depth, and location of the culvert (storm pipe) to be repaired.
CONTRACTOR TO VERIFY EXISTING SITE CONDITIONS
• What type of storm pipe is specified for replacement?
SEE 2.1.B.2
Are there any storm structures to be replaced with this item? If so, please provide the depth of said structure(s).
VERIFY EXISTING CULVERTS AND REPLACE
3. Basin Across from Lot 17
• Please confirm the size and depth of the structure to be repaired for this item.
VERIFY EXISTING CULVERTS AND REPLACE
2.2 Parking Lot Curbs
B. Replacement
• Is there a detail or specification for how the concrete curb is to be replaced?
MEANS & METHODS BY THE CONTRACTOR
• What is the approximate length of curb to be replaced?
CONTRACTOR TO VERIFY EXISTING SITE CONDITIONS
• The curbs to be replaced are shown in red on drawing S-1 for areas in Lot 10, Lot 11, and Lot 12.
Are there any additional curbs to be replaced that are not listed on drawing S-1?
CONTRACTOR TO VERIFY EXISTING SITE CONDITIONS
• What is the scale of drawing S-1? (The scale is not specified on the drawing.)
THE CAD DRAWING IS TO SCALE SO IT DEPENDS WHAT SIZE IT IS PRINTED ON
C. Repair
• What is the approximate length of curb to be repaired?
CONTRACTOR TO VERIFY EXISTING SITE CONDITIONS
2.3 Fence Repair Along Country Club Road – B. Repair
1. Replace any broken wooden posts
• To allow for bid parity, please confirm the number of wooden posts to be removed and replaced, and the length of fence to be straightened.
CONTRACTOR TO VERIFY EXISTING SITE CONDITIONS
2.6 Lot 17 Drainage Repair – B. Replacement
• Please confirm the pipe sizes, lengths, depths, and locations of the storm pipes and structures to be removed and replaced in conjunction with this item.
CONTRACTOR TO VERIFY EXISTING SITE CONDITIONS
• It is difficult to see the pipe sizes on drawing S-1, and no depths are listed.
• It appears this item refers to the 8” pipe being replaced by 24” pipe. If so, what type of 24” storm pipe is specified? (Common options include 24” Corrugated HDPE or 24” RCP.)
SEE 2.6.B
2.8 Repair Building 4 Storm Line – B. Replacement
• Please confirm the length and location of the 12” terracotta pipe to be replaced.
CONTRACTOR TO VERIFY EXISTING SITE CONDITIONS
• Are there any storm sewer structures that need to be repaired or replaced with this item?
SEE 2.8.B
• What type of 12” storm pipe is specified for replacement?
MUST COMPLY WITH ALL RELEVANT LOCAL, STATE, AND FEDERAL
REGULATIONS
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