Amendment0005_24R2711.pdf

1. CONTRACT ID CODE PAGE OF PAGES

J 1 21

2. AMENDMENT/MODIFICATION NO. 3. EFFECTIVE DATE 4. REQUISITION/PURCHASE REQ. NO. PROJECT NO. (If applicable) 0005 08/02/2024

6. ISSUED BY Code N40085 7. ADMINISTERED BY (If other than item 6.) Code

NAVFACSY SCOM MID-ATLANTIC

PWD NORFOLK

9324 VIRGINIA AVENUE

NORFOLK, VA 23511-3624

8. NAME AND ADDRESS OF CONTRACTOR (No., street, county, State and ZIP Code) 9A. AMENDMENT OF SOLICITATION NO.

N40085-24-R-2711

9B. DATED (SEE ITEM 11)

07/10/24

10A. MODIFICATION OF CONTRACT/ORDER NO.

10B. DATED (SEE ITEM 13)

CODE FACILITY CODE

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

The above numbered solicitation is amended as set forth in item 14. The hour and date specified for receipt of Offers is extended is not extended. Offers must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended, by one of the following methods: (a) By completing items 8 and 15, and returning _1 _ copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted; or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPRIATION DATA (if required)

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS,

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14. ARE MADE IN THE

CONTRACT ORDER NO. IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATION CHANGES (such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103 (b).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER: (specify type of modification and authority)

E. IMPORTANT: Contractor is not is required to sign this document and return copies to the issuing office.

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

N40085-24-R-2711 REPLACE SANITARY SEWER LINES AT PIER 12 AND 14

SEE SF 30 BLOCK 14 CONTINUATION PAGE

Contract POC: Ashlee Beggs, ashlee.r.beggs.civ@us.navy.mil ,Tel: 757-341-0564 and Kathryn Arnold kathryn.l.arnold3.civ@us.navy.mil .,Tel 757-341-0554

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

15A. NAME AND TITLE OF SIGNER (Type or print) 16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

15B. CONTRACTOR/OFFEROR (Same as Item 8)

15C. DATE SIGNED 16B. UNITED STATES OF AMERICA 16C. DATE SIGNED

BY

(Signature of person authorized to sign) (Signature of Contracting Officer)

NSN 7540-01-152-8070 30-105 STANDARD FORM 30 (REV.1-83) 0224-3(10-90)

PREVIOUS EDITION UNUSABLE Prescribed by GSA

SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

AMENDMENT 0005

The purpose of this amendment is to provide the following:

1. Provide Changes to Specifications

2. Provide responses to Pre-Proposal Inquires (PPI’s).

1. Provide Changes to Specifications

Changes include the following:

Part 2 – General Requirements, Section 01 33 10.05 20 Design Submittal Procedures, Part 2.2.2.a

Add the words “approximately 35%” after the words “in-progress”.

Part 2 – General Requirements, Section 01 31 19.05 20 Concept Design Workshop CDW, Part 1.3.2.a(3)

At the end of the paragraph, add the following:

“There will be approximately ten Navy personnel attending the CDW. The contractor may utilize facilities that are appropriately sized and convenient. Because of the utility nature of the RFP, the CDW is likely to be considered shorter than a normal CDW and can probably be considered shorter than a half day meeting with any unresolved issues being resolved in a brief on-line meeting two day later.”

Part 3 – Project Program, Chapter 1. Project Description

In the first sentence of the second paragraph, after “2,700 LF of”, add the word “gravity”

In the first sentence of the third paragraph, after “2,650 LF of”, add the word “gravity”

Part 3 – Project Program, Chapter 2. Project Objectives, 2.4 Appropriate Design, Construction Phasing and limitations:

After the first paragraph, and add the following paragraphs:

“All other utilities servings on both piers will remain in services.

Steam systems on piers:

Steam line cannot be isolated for certain areas during construction. Depending on the particular ships on Pier 12 and Pier 14, a half of the steam line on Pier 12 can be secured one at a time, and the whole steam line one Pier 14 can be secured for a period of time during construction. Contractor must coordinate construction schedules with the Port Operations Officer via Contracting Officer to see which pier and how long the steam line can be secured for the construction. ”

Part 3 – Project Program, Chapter 2. Project Objectives, 2.4 Appropriate Design

In the fifth paragraph, after the second sentence, add the following sentence “New HDPE piping inside diameter will match existing piping inside diameter.”

Part 3 – Project Program, Chapter 2. Project Objectives, 2.4 Appropriate Design

At the end of the fifth paragraph, add the following sentence “Sewer lines can be installed anywhere underneath the pier, but not to be placed past the edge of the pier. Location must be underneath the pier. Where OWWO or other utility lines are on brackets being replaced, those lines are to be attached to replacement brackets. ”

Part 3 – Project Program, Chapter 6, ESR G10 Site Preparation, General System Requirements

In the second paragraph, the third sentence delete the word “and” after “under piers” and replace with “,” and following words “, and including existing conditions of underside of each pier.”

The complete sentence should be as follows: “the topographic survey must locate all existing utilities on piers, under piers, underground, and including existing conditions of underside of each pier.”

Part 3 – Project Program, Chapter 6, ESR G10 Site Preparation / Government Provide Geotechnical Information

Delete the paragraph “Contractor is responsible for all geotechnical needs that are required for design and construction of this project.”, and replace with “Contractor is not required to provide geotechnical information or soil boring”.

Part 3 – Project Program, Chapter 6, ESR G10 Site Preparation / Section G103003 Rock Excavation.

Delete the sentence that begin with “Hard materials”.

Part 3 – Project Program, Chapter 6- Engineering System Requirements, 6ESR H10 Waterfront Structures, H1030 Deck

After the sentence, “Following deck areas/elements in the existing pier require repair and rehabilitation: ”, delete the first item “Service Station Steel Grading and Covers”.

Part 3 – Project Program, Chapter 6- Engineering System Requirements, 6ESR H10 Waterfront Structures, H1030 Deck

After the sentence, “Material selections for deck elements are as follows. These requirements have precedence over specifications provided in Part 4:”, add “Service Station Connections,” before the first item “Service Station Steel Grating and Covers – galvanized”. The item should be as following “Service Station Connections, Service Station Steel Grating and Covers – galvanized.”

Part 3 – Project Program, Chapter 6- Engineering System Requirements, 6ESR H50 Waterfront Utilities, H501008 Miscellaneous Material

At the end of the second sentence, add “except service stations connections and service station grating and covers are galvanized steel.” The second item should be as following “Above Deck and Shore-Side – Provide 316L stainless steel all supports, hardware, and miscellaneous metal construction, except service stations connections and service station grating and covers are galvanized steel.”

Part 4 – Performance Technical Specifications, Section G10 – Site Preparation, G1030 Site Earth Work, G1030 1.1 General

After the first paragraph, add this paragraph “Provide barricades around trench excavation. Provide metal plates to cover the top of the open trench when no workers are present.”

Part 4 – Performance Technical Specifications, Section H60 – Waterfront Demolition, Part 1.2.2.12

Delete the last two sentences.

Part 6 – Attachments, page 689- Pier 12

There is no sewer loop at the end of Pier 12 as indicated.

2. Provide Responses to Pre-Proposal Inquires (PPI’s) #2-87 & 89-98

Question No.

Reference

Question Responses Page Section

Paragraph

Can the existing metal supports anchored to the pier be utilized?

No, all new must be provided. Refer to Part 3 - (Project Program) Chapter 2 (Project Objectives) in Attachment A

Can the existing hangers be utilized?

No, all new must be provided. Refer to Part 3 - (Project Program) Chapter 2 (Project Objectives) in Attachment A

Can the Government provide the current slope of the existing piping?

Original pipe was sloped per SCAT and lifted in 2005 -2006. The designer of record is responsible for design slope based on the proposed size of piping.

Refer to Part 3 (Project Program), Chapter 6 (Engineering Systems Requirements) G30 (Site Civil / Mechanical Utilities).

Is it expected that both piers remain fully active during construction?

A half pier can be taken out of service at a time. Refer to Part 3 (Project Program), Chapter 2 (Project

Objectives), Construction Phasing and limitations.

During the site visit it was noted that there are multiple safety factors working around the steam system. Will that be active during construction?

See Changes to Specifications. Part 3 (Project Program), Chapter 2 (Project Objectives), Construction Phasing and limitations.

Can the steam system be isolated when working in certain areas?

See Changes to Specifications. Part 3 (Project Program), Chapter 2 (Project Objectives), Construction Phasing and

Will the subcontractor be responsible for providing any temporary utilties during construction to support naval activities?

Yes, Part 2 (General Requirements), Section 01 50 00 (Temporary Construction Facilities and Controls), Subsection 3.2.1 (Temporary Utilities).

Can both piers be worked simultaneously?

A half pier can be taken out of service at a time. Refer to Part 3 (Project Program), Chapter 2 (Project Objectives), Construction

Can the Government confirm the bulkhead thickness at each pier?

Refer to Part 6 of Attachment A.

Is it expected to perform Non-Destructive Testing on hardware?

Refer to Part 4 (Performance Technical Specifications).

Please confirm PIEE is the only required submission method. General Requirements references price binder, paper size for CPM schedule.

Yes, PIEE submissions are the only required submission method.

Please confirm whether the sewer lines are gravity, pressurized force mains, or a vacuum system.

Gravity, see Changes to Specifications, Part 3 (Project Program) Chapter 1 (Project Description)

Is it anticipated that the piping elevation and associated replacement work will require a Tidewater Joint Permit Application and/or other permits associated with impacts to waters of the

US?

See Changes to Specifications, Refer to Part 4 – Performance Technical Specifications Section H60, Part 1.2.2.12

Will the existing lines be required to remain active throughout construction?

Refer to Part 3 (Project Program) Chapter 2 (Project Objectives), Section 2.4 (Appropriate Design), sentence "The SS for Pier 14 is currently…" and "The SS for Pier 12 is currently…"

If yes, are there periods of time when the lines can be removed from service intermittently?

One half pier can be shut down at a time. Refer to Part 3 (Project Program), Chapter 2 (Project Objectives)

If yes, is it anticipated that we will need to develop a bypass pumping plan?

Yes. Refer to Part 3 (Project Program) Chapter 2 (Project

Are AutoCAD or MicroStation files of the drawings of the existing system able to be furnished to the design team?

Existing drawings are in Part 6 of Attachment A.

Please indicate if the HDPE line is desired to match the inside diameter of the piping being replaced or the outside diameter given the much larger wall thicknesses seen in HDPE?

New HDPE piping inside diameter will match existing piping inside diameter. See Changes to Specification, Part 3 (Project Program), Please provide any page limitations for Factors 1 & 2.

A page limitation applies to Factor 1 section C. If you wish to address a past performance issue under this MACC for Factor 2, this is also limited to 4 single sided pages.

Please confirm if the four single sided page limitations is only for Section C Factor 1 schedule narrative and not for entirety of Factor 1.

The 4 page limit only applies to section C for Factor 1, not the entirety of Factor 1.

Please advise if the PIEE submission should provide 2 attachments - technical factors and price factor or if both the technical and price submission should be included in a single

PDF.

They should be two separate documents.

Please confirm that a neutral confidence rating would be considered as "ACCEPTABLE" for that non-price factor that is required in order to be eligble for award.

Yes, a neutral rating is acceptable for Factor 2.

24 C101/C103

Will the steam lines be able to be isolated on each individual side of the piers?

See Changes to Specifications. Part 3 (Project Program), Chapter 2 (Project Objectives), Construction Phasing and

25 C101/C103

What is the estimated timeframe that the individual side of the piers can be accessible to perform the scope of work requested?

A half pier can be taken out of service at a time. Refer to Part 3 (Project Program), Chapter 2 (Project Objectives), Construction

26 C101/C103

Can NAVFAC supply the asbuilts of the two piers 12 and 14?

As-built records for Pier 12 and 14 are in Part 6 of Attachment A.

27 675

Mulitple drawings were included at the end of the RFP, is it accurate that drawing "structural repairs to Pier 12" is acutally pier 14?

The former name of Pier 14 is Pier 12. Refer to Part 3 (Project Program), Chapter 3 (Site Analysis), Section

3.1.1 (Pier History- Relevant Projects).

28 C103

Does pier 14 have one main in the middle or two separate mains?

Refer to Part 3 (Project Program), Chapter 3 (Site Analysis), Section 3.1.2.

and Part 6 in Attachment A

29 C101/C103

Does the service connections need to be replaced or is the termination under the pier?

Refer to Part 3 - (Project Program) Chapter 2 (Project Objectives), 2.4 Appropriate Design.

Can an time extension be granted until August 23, 2024?

No, this cannot be extended.

CLIN

0001AD

What is the expected moisture content percentage for the contaminated material?

Bid per RFP.

32 C101/C103

What is the expected contaminant type for the contaminated material and ground water?

Petroleum-contamination.

Refer to Part 3 (Project Program), Chapter 2 (Project Objectives)

33 C101/C103

For installation of appurtances on the piers, is there access from the top side of the deck or is the expectation that the appertunance work will take place from underneath the pier on the water?

Refer to Part 3 (Project Program), Chapter 2 (Project Objectives)

34 C101/C103

Are all existing fences able to be removed and replaced? What is the allowed timeline to replace? What are the required security measures for any temporary fence?

Refer to Section 01 14 00 (Work Restriction), Part

1.2.1.1 (Waterfront Access) and Part 1.2.1.2 (Interference with Navigation).

35 C101/C103

Are there any storage areas or laydown yards avaible or designated within the base?

Yes, refer to Part 3 (Project Program), Chapter 6 (Engineering System Requirements), G10 Site Preparation, General System Requirements.

36 C101/C103

Will any temporary sewer be required for any portion of the project?

Refer to Part 3 (Project Program) Chapter 2 (Project Objectives), Section 2.4 (Appropriate Design)

37 C101/C103

Will an entire pier be available for pipe replacement or will we be required to work around typical operations?

A half pier can be taken out of service at a time. Refer to Part 3 (Project Program), Chapter 2 (Project Objectives), Construction

38 C101/C103

Please provide a detail of how the pipe transitions from water to land, near the bulkheads. Are there wall sleeves or some type of penetratation between the land and the utility tunnel?

Refer to Part 3 (Project Program) 2 (Project Objectives) and Part 6 (Attachments)

39 C101/C103

Can the new sewer lines be installed anywhere under the pier as long as it does not stick out past the fenders?

See Changes to Specifications, Part 3 (Project Program)

40 C101/C103

What are the weight restrictions for equipment on the piers?

Refer to Part 6 (Attachments)

41 C101/C103

For sewer tie ins installation in the asphalt areas, is it expected to backfill and pave at end of shift, or are we able to leave our trench open overnight with barriacades around it?

See Changes to Specifications, Part 4 (Performance Technical Specifications) , Section G10 (Site Preparation), G1030 (Site Earth Work), G1030 1.1 (General).

42 01.14.00 1.1.3

With the installation being dependent on tides, can the work hours be extended to match that schedule?

Yes. Refer to Part 2 (General Requirements), Section 01 14 00 (Work Restrictions), subsection

1.1.3 (Work Outside Regulars Hours).

43 01.14.00 1.2.1.1

Can the waterfront security barrier be moved in order to "snake" a long piece of HDPE pipe into from the West of the piers?

Refer to Part 2 (General Requirements), Section 01 14 00 (Work Restrictions) , subsection 1.2.1.1 ( Waterfront Access).

44 475

Attached was a berthing pier 11 drawing, what is the significance of those drawings and what is it suppose to reference?

Former name of Pier 12 is Pier 11. Refer to Part 3 (Project Program, Chapter 3 (Site Analysis).

45 P-3 01 30 00 1.8

What is the governments expectation with respect to the designer's consept design that is to be presented at the CDW?

Will the consept design be a submittal that requires government approval before the design can proceed in earnest? If yes, what is the time frame for Government approval?

Refer to section 01 31 19.05 20 (Concept Design Workshop (CDW)), subsection 1.3.2 (CDW Procedure).

46 P-10 01 33 10.05 20 2.2.2

A Design In Progress OSR is required. Please provide an approximate design document completion percentage for this submittal. This information effects the level of effort for this activity for the design

NAS.

See Changes to Specifications, Part 2 (General Requirements), Section 01 33 10.05 20 (Design Submittal Procedures), Part 2.2.2 (Required Design Submittals)

47 469 & 689 Part 6

On page 689 of Attachment A it shows a color coded layout of the utilities on Pier 12 showing the sewer being a loop. On page 469 of Attachment A, drawing C- 101 shows the existing sewer is not a loop. Please confirm if this piping is a loop or if there are individual sewer lines on each side of the pier.

See Changes to Specifications, Part 6 (Attachments)

48 p-2 01 20 00 1.3.2

Please confirm that cost loading is required for the preliminary Design and Construction NAS that will be presented at the PAK meeting.

Cost loading does not need to be completed before the PAK. Refer to Part 2 (General Requirements), Section 01 30 00 (Administrative Requirements), Part 1.8

(Post Award Kickoff (PAK Meeting).

49 p-3 01 30 00 1.8

"If mutually agreed upon by the Contractor and the Government, the PAK Meeting may be held concurrently with the Design Presentation/Design Development Meeting or Concept Design Workshop (CDW) whichever is required."

The RFP provides requirements for the CDW. KTR assumes this is the meeting that is required, please confirm.

The CDW is required as shown in Part 2 (General Requirements), Section 01 33 10.05 20 (Design Submittal Procedures) and may be concurrence with CDW as stated in Section 01 30 00, Part 1.8 (Post Award Kickoff (PAK Meeting).

50 p-1 01 31 19.05 20 1.3.1.b

Please confirm that a Facilitator is required for CDW. Can the facilitator be a design team member?

Yes, Refer to Part 2 (General Requirements), Section 01 31 19.05 20 (Concept Design Workshop

(CDW)).

51 p-2 01 31 19.05 20 1.3.2.a(3)

How many participants for the government should the KTR anticipate for the for CDW? Can the KTR utilize its facility if appropriately sized and convenient to NAVSTA Norfolk?

See Changes of Specifications, Refer to Part 2 (General Requirements), Section 01 31 19.05 20 (Concept Design Workshop), Part 1.3.2 (3).

52 P-2 01 31 19.05 20 1.3.2.b Does the government anticipate the CDW to last more than three days?

See Changes of Specifications, Refer to Part 2 (General Requirements), Section 01 31 19.05 20 (Concept Design Workshop), Part 1.3.2 (3).

53 p-3 01 31 19.05 20 1.3.2.b.(8)

The Concept Design Workshop Report is a submittal. How will this submittal impact the design schedule? Can the design progress during this approval period?

Should the approval period be shown on the NAS? If yes, how many days?

Bid per RFP. Refer to Part 2 (General Requirements), Section 01 31 19.05 20 (Concept Design Workshop), Part 1.3.2 (CDW Procedures).

54 p-10 01 32 17.00 20

"obtain the historical average number of days each month with precipitation, using a nominal 30-year, greater than 0.10 inch precipitation amount parameter, as indicated on the Station Report for the NOAA location closest to the project site as the basis for establishing a "Weather Calendar" showing the number of anticipated non-workdays for each month due to adverse weather, in addition to Saturdays, Sundays and all Federal Holidays as non-work days." This requirement is not fair or reasonable as it assumes that it never rains on weekends or holidays. The the fair and reasonable procedure is to ratio the NOAA rain days per month to be applied to total work days and and total weekend days and holidays occuring during the month. Will the government accept this procedure for the development of the Project weather calendar?

Construction activities on this project will be 100% impacted by both active weather and site conditions resulting from significant weather and wind.

Bid per RFP

55 p-13 3.3.2.b.(5)&(8)

For clarification for the Order of Pecedence, Please indentify which Part 6 DWGs are "Concept Drawings".

The ones that have “Conceptual Purposes” in the drawing titles.

56 p-10 01 57 19

Structures must be surveyed for the presence of asbestos prior to demolition or renovation in accordance with 40

This is general specifications to cover all requirements. We do not expect there to be any presence of asbestos.

CFR 61.145. Will this be a contract requirement?

57 p-3 H60 1.2.2.12 Part 4

"Do not commence in-water and over-water demolition until the required U.S. Army Corps of Engineers (USACOE) permits are obtained.

Construction must meet the conditions stipulated in the USACOE permits".

Is a USACE permit required? If yes, has the the government obtiained these permits? If Yes, please provide copy. Is the KTR responsible to obtain these permits?

See Changes to Specifications, Part 4 (Performance Technical Specifications), Section H60, Part 1.2.2.12 (Permit and Environmental Control).

58 p-3 H60 1.2.2.12 Part 4

If the USACE permit is to be obtained by the KTR and the design must be completed prior to submission to USACE.

Has the time required for USACE review and subsequent permit issuance been factored into the perscribed contract duration. How much time was allowed?

See Changes to Specifications, Part 4 (Performance Technical Specifications), Section H60, Part 1.2.2.12 (Permit and Environmental Control).

59 P-9 of 11 Environment Check list

If PFAS is discovered.

Will disposal requirements be treated as an unforeseen condition?

Yes

60 P-9 of 11 Environment Check list

NEPA

This comment appears to perscribe the governments responsibilities. Please clarify the KTR's responsibilities, if any.

This is the Governments responsibility.

61 p-2 Chap. 2 Part 3

"Contractor must submit a construction-phasing plan for review and approval.

A half pier can be taken out of service at a time."

Please confirm KTR assumption that "half pier" means the entire North or South side for Pier 12 or 14 and that the landside work north or south should should occur within the relevant half pier phase.

Yes, that is the correct assumption.

62 p-2 Chap. 2 Part 3

Please confirm KTR's assumption that the sanitary sewer installed in any given phase must be operational before another phase can begin.

Bid per RFP.

63 P-1 Chap. 6 ESR G10

Part 3

Please confirm if soil borings are not required for the designer, soil borings will not be required by the Government.

See Changes to Specifications

64 p-3 Chap. 6 G103003

Part 3

If hard materials are encounters will this be treated as an unforeseen condition?

See Changes to Specifications

65 P-4 Chap. 6 G103010

Part 3

Please confirm that collected ground water can be removed from the FRAC tank and legally disposed of offsite. Please confirm that an onsite filtration system is not required.

If the contractor and the Navy agree that off-site disposal is the preferred option, Naval Station Norfolk Environmental (NSN EV) staff does not have any requirements for filtration before sending it to the disposal facility. The facility that is accepting the waste controls the sampling and any level of treatment necessary before they will accept the water.

66 p-2 Chap. 6 H501008

Part 3

There appears to be a conflict between H501008 and H1030. Are the Service Station Steel Grating and Covers and Utility Service Station Steel Guards to be stainless steel or galvanized?

See Changes to Specifications, Refer to Part 3 (Project Program), Chapter 6 (Engineering System Requirements), H10 (Waterfront Structures), H1030 Deck, and Part 3 (Project Program), Chapter 6 (Engineering System Requirements), H50 (Waterfront Utilities), H501008 (Miscellaneous Material).

67 p-4 Attachment G

CLIN-

0001AE

Will government provide details on how this work will occur? Can this work be accomplished in one mobilization per Pier?

How will the scope of work requirement be developed? Is the DOR responsible for a survey to establish the repair locations? This CLIN is very difficult to price without more information.

Will the government provide a number of locations for the 500sf quantity?

Refer to Attachment A - 1656753_DB_RFP, Bid per

RFP.

68 p-5 Attachment G

CLIN-

0001AF

Will government provide details on how this work will occur? Can this work be accomplished in one mobilization per Pier?

How will the scope of work requirement be developed? Is the DOR responsible for a survey to establish the repair locations? This CLIN is very difficult to price without more information.

Will the government provide a number of locations for the 100sf quantity?

Refer to Attachment A - 1656753_DB_RFP, Bid per

RFP.

69 N/A RFP- Div.-01 N/A

The Div. 01 Specifications for this RFP requires three KTR personnel for the roles of Superintendent, QCM and SSHO. In the current market, the availability of qualified supervisory personnel is very limited. Qualified personnel are very difficult to find. Given the projects phasing requrements and the limited complexity of the scope of work. Three KTR field personnel seems to be overkill. Will the government consider changing the requirement to two KTR field personnel to perform the three roles of Superintendent, QCM and SSHO. This would also be good stewardship of government funds.

No, Provide 3 separate individuals; one for each role.

70 G3020 Page 2

Is there any intent to have a site survey of existing conditions performed by the design build team for the underside of each pier and submitted to the Government?

Yes, see Changes to Specification. Refer to Part 3 (Project Program) Chapter 6 (Engineering System Requirements), G10 (Site Preparation), General System Requirements

71 G3020 Page 2

During our pre-proposal site visit, it was observed that the Oily Waste piping system on Pier 12 that runs parallel and adjacent to the Sanitary Sewer System (SS) piping system is supported at each bent by a common hanger system bolted to the concrete bent. That needs to be verified. But several (if not all) hanger systems at the bents have failed and will need to be replaced. Will the oily waste piping system remain in service and will it need to be temporily supported while a new

Yes, see Changes to Specifications. Refer to Part 3 (Project Program) Chapter 2 (Project Objectives), section 2.4 (Appropriate Design) common hanger system can be modified, repaired, or replaced?

72 G3020 Page 2 site visit, the Oily Waste piping system for Pier 14 that runs parallel to the Sanitary Sewer System (SS) piping system is presumed to be supported by a common hanger system bolted to a bent will need to be replaced.

Will the oily waste piping system need to be temporily supported while a new common hanger system can be modified or replaced?

Yes, see Changes to Specifications. Refer to Part 3 (Project Program) Chapter 2 (Project Objectives), section 2.4 (Appropriate Design).

73 G3020 Page 2

NAVFAC record drawing 4076433, Sheet S-7, included in the RFP indicates 1982 structural repairs to the pier, including at the bents.

Although not confirmed it is possible the those repairs have failed in multiple locations (particularily Detail D).

Are there any miscellaneous structural repairs required that will be added to this project scope of work?

Refer to Part 1 (Proposal Forms and Documents), CLIN 001AE

74 G3020 Page 2

Is there any intent to have a site survey of existing conditions performed by the design build team for the underside of each pier and submitted to the Government?

Yes, see Changes to Specification. Refer to Part 3 (Project Program) Chapter 6 (Engineering System Requirements), G10 (Site Preparation), General System Requirements.

75 G3020 Page 2 site visit, it was observed that the Oily Waste piping system on Pier 12 that runs parallel and adjacent to the Sanitary Sewer System (SS) piping system is supported at each bent by a common hanger system bolted to the concrete bent. That needs to be verified. But several (if not all) hanger systems at the bents have failed and will need to be replaced. Will the oily waste piping system remain in service and will it need to be temporily supported while a new common hanger system can be modified, repaired, or replaced?

Yes, see Changes to Specifications. Refer to Part 3 - (Project Program) Chapter 2 (Project Objectives), Section 2.4 (Appropriate Design).

76 G3020 Page 2 site visit, the Oily Waste piping system for Pier 14 that runs parallel to the Sanitary Sewer System (SS) piping system is presumed to be supported by a common hanger system bolted to a bent will need to be replaced.

Will the oily waste piping system need to be temporily supported while a new common hanger system can be modified or replaced?

Yes, see Changes to Specifications. Refer to Part 3 - (Project Program) Chapter 2 (Project Objectives), section 2.4 (Appropriate Design).

The RFQ states that the service station steel grating and covers, and steel guard require repair and rehabilitation. Should we assume design effort is needed to rehabilitate all service stations within the scope of work of a specific quantity?

Only steel protective cages (steel guard) requires rehabilitation. Refer to Part 3 (Project Program), Objectives).

What is the piping material required of the topside sanitary sewer service stations requiring replacement?

See Changes to Specifications, Refer to Part 3 (Project Program), Chapter 6 (Engineering System Requirements), H10 (Waterfront Structures), H1030 Deck, and Part 3 (Project Program), Chapter 6 (Engineering System Requirements), H50 (Waterfront Utilities), H501008 (Miscellaneous Material).

What type/size/length of hose or reaction forces will be subjected to the topside manifolds?

Refer to UFC 4-150-02, (Dockside Utilities for Ship Service) as indicated in Part 3 (Project Programs).

Does the Government already have a preference on the approach for construction phasing?

Refer to Part 3 (Project Program), Chapter 2 (Project Objectives), Construction Phasing and

Will the engineering and design need to include effort for the potential rerouting of existing-to-remain services, such as steam and electrical conduit/cable to suit the routing of the new sanitary sewer pipes?

No, that is not within the scope of work, bid per RFP.

82 C101/C103

What is the percentage of sewer to expect in the pipe when demolished?

Refer to Part 3 - (Project Program) Chapter 2 (Project Objectives), Construction

83 C101/C103

During the walkthrough the existing sewer line on pier 14 looked to being bypassed, what is the reason for that bypass?

Refer to Part 3 - (Project Program) Chapter 2 (Project Objectives), 2.4 Appropriate Design for the reason of the bypass.

84 4 Gen Req.

Page 4 of the General Requirements - May offers submit their proposals through PIEE alone and forego the submission of a hard copy?

Yes, PIEE submissions are the only required submission method.

85 6 Gen Req.

Factor 1 – Is there a page limitation, margin requirements, or minimum font size associated with the Technical Approach Narrative?

No, a page limitation applies to Factor 1 section C.

86 6 Gen Req.

Factor 1 – Is there a page limitation, margin requirements, or minimum font size associated with the Labor Force Narrative?

No, a page limitation applies to Factor 1 section C.

87 6 Gen Req.

Factor 1 – For the four (4) single sided pages allowable in response to the Schedule Narrative, are there any other requirements or listing of topics or sequencing to be addressed?

Refer to General Requirements, I (Evaluation Factors for Award) Factor 1

- Technical Solution, i (Solicitation Submittal Requirements), Paragraph C

89 C101/C103

When was the last time a pier condition assessment was done under the piers and can get the reports?

No information is available. Bid per RFP.

90 C101/C103

Is their any permits required for this scope of work by the design builder?

Refer to Part 3 (Project Program), Chapter 6 (Engineering System Requirements), G10 (Site Preparation), General System Requirements.

91 C101/C103

Will planimetric and/or feature survey of the pier to the connection manhole be provided to the DB team?

No

92 C101/C103 Will bathymetric survey be provided to the DB team?

No

93 2 Gen Req.

The scope include same size HDPE as existing steel pipeline. The ID of these materials are significantly different, which could impact system performance. Should the DB team assume same size HDPE or should our scope include hydraulic evaluation of the system for pipe sizing?

New HDPE piping inside diameter will match existing piping inside diameter. See Changes to Specification, Part 3 (Project Program), Chapter 2 (Project Objectives).

94 2 Gen Req.

What is the inside lining of the ducitle iron pipe for the land portion?

Refer to Part 4 (Performance Technical Specifications), Section H50 (Waterfront Utilities), Subsection H501003 (Sanitary Sewer)

95 C101/C103 Does the pipe have to be replaced in the same location?

See Changes to Specification.

96 C101/C103 Can the work be done on both piers simulatiously?

A half pier can be taken out of service at a time.

Refer to Part 3 (Project Program), Chapter 2 (Project Objectives), Construction Phasing and limitations.

97 01.35.26 1.6.1.1

Can an alternate SSHO allowed to be the Superintendent (short term), when the SSHO is unable to make it into work?

No, Provide 3 separate individuals; one for each role.

98 C101/C103 Are there fire walls along the bent row?

No, Bid per RFP.

(End of Summary Changes)