Attachment H. Clarifications to Questions and Answers.pdf

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Attached to
Replace Sewage Liner at FCI Phoenix
Solicitation number
15BFA025B00000004
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This document contains clarification responses to contractor questions regarding solicitation 15BFA025B00000004 for the FCI Phoenix Sewage Liner Replacement Project. The clarifications address several key technical requirements:

The contractor is required to provide a Geotechnical Engineer and Designer of Record per the amended SOW Part VIII. While the government will not provide design details, the contractor must submit design details as part of their product submittal, which will undergo a 14-day government review period. Regarding the sewage ponds, Ponds 5 & 6 are approximately 250' x 350' (88,000 SF) with 3.1 million gallon volume. Pond 5 has an estimated 0.5 FT average sludge depth with 350,000 gallons of liquid sludge volume and 100 CY dry sludge volume, while Pond 6 has 1.4 FT sludge depth with 750,000 gallons liquid sludge and 155 CY dry sludge volume. A topographical survey drawing has been added to the solicitation. All contractor submittals including shop drawings, test records, material samples, and warranties must be provided and approved prior to construction activities beginning.

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FCI Phoenix Replace Sewage Liner - Project 24Z6AS1

Solicitation 15BFA025B00000004

CLARIFICATOIN REQUESTS

Submitted by Contractor: KWR Construction:

1. Attachment B, answers to question #1, #2, #47, 53, and 97 call for contractor to provide Geotechnical Engineer and Designer of Record.

However, this requirement was removed from the updated SOW (attachment D).

Q: Is the contractor required or not required to provide Geotechnical Engineer and DOR? If required, what is the engineer’s task?

Clarification: Contractor is responsible for providing a Geotechnical Engineer and DOR. (See amended SOW, Part VIII. CONTRACTOR RESPONSIBILITIES: Item A.)

2. Answer to Question #17 states “No design details will be provided but the awarded Contractor shall submit details as part of their product submission” while answer to Question #34 states “Answer:

Contractor shall submit a design submittal as part of the product submittal. The government review for design documents is anticipated to be 14 calendar days.” Also, the updated SOW does not call for any design submittal.

Q: Is design required or not? And what does the design include?

Clarification: The Government will not be providing any design details. Contractor will be responsible to provide design details as part of their product submittal

Submitted by Contractor: OCS Construction Services Inc:

3. Questions #32 and #67 contradict. The responses are two different responses please clarify the correct answer.

Clarification: Answer: Ponds 5 & 6 are estimated to be 250’ x 350’ or approximately 88,000 SF with 3.1 mil gal volume. For pond 5 estimated average sludge depth of 0.5 FT with 5% sludge concentration. Estimated Sludge Volume (liquid) is 350,000 gal. Estimated Dry Sludge Volume 100

FCI Phoenix Replace Sewage Liner - Project 24Z6AS1

Solicitation 15BFA025B00000004

CY. For pond 6 estimated average sludge depth of 1.4 FT with 5% sludge concentration. Estimated Sludge Volume (liquid) is 750,000 gal.

Estimated Dry Sludge Volume 155 CY

4. Please provide existing topography as mentioned in Paragraph 2.B.c of the SOW.

Change/Add: Survey (Topo Map) drawing is added.

5. Please confirm if all documents below, mentioned in Section VI point A, shall be submitted after the award and upon project completion

Clarification: All documents in this section are to be provided by the awarded contractor as part of their product submittal to be reviewed and approved prior to start of construction activities.

File details come from the government source that posted it. Updated .