Sol_140P1424Q0010_Amd_0004.pdf

(x)

140P1424Q0010 x x

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 electronic communication which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGEMENT 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 letter or electronic communication, provided each letter or electronic communication makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

x

PIR

Lakewood CO 80228-2838 12795 W. Alameda Pkwy Northern Rockies MABO

NPS, CONOPS CENTRAL

01/21/20240004

13. THIS ITEM ONLY APPLIES TO MODIFICATION OF CONTRACTS/ORDERS. IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

12. ACCOUNTING AND APPROPRIATION DATA (If required) is not extended.is extended, Items 8 and 15, and returning

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

The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offers

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

FACILITY CODE CODE

10B. DATED (SEE ITEM 13)

10A. MODIFICATION OF CONTRACT/ORDER NO.

9B. DATED (SEE ITEM 11)

9A. AMENDMENT OF SOLICITATION NO.

CODE

8. NAME AND ADDRESS OF CONTRACTOR (No., street, county, State and ZIP Code)

7. ADMINISTERED BY (If other than Item 6)CODE 6. ISSUED BY

PAGE OF PAGES

4. REQUISITION/PURCHASE REQ. NO.3. EFFECTIVE DATE2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO. (If applicable)

1. CONTRACT ID CODE

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

12/07/2023

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

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority) appropriation data, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(b).

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

ORDER NO. IN ITEM 10A.

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

The purpose of Amendment 0004 is to provide questions and answers for questions received during the question-and-answer period of this solicitation. Questions will be indicated as

(Q#) and answers will be indicated as (A#). This amendment does not extend the responses due date.

Q11. Can CIPP (Cured In Place Pipe) be used instead of traditional digging for this project?

A11. The government team anticipates that at least one of the lines being replaced has collapsed. CIPP could be considered if the existing line is proven to be suitable for CIPP and minimum slopes can be maintained.

Q12. Are you looking for complete replacement of the lateral service lines or are

Continued ...

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

15C. DATE SIGNED 16B. UNITED STATES OF AMERICA 15B. CONTRACTOR/OFFEROR 16C. DATE SIGNED

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

Molly Lynam

STANDARD FORM 30 (REV. 11/2016)

Prescribed by GSA FAR (48 CFR) 53.243

Previous edition unusable

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

ITEM NO. SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

NAME OF OFFEROR OR CONTRACTOR

2 3

CONTINUATION SHEET

REFERENCE NO. OF DOCUMENT BEING CONTINUED PAGE OF

(A) (B) (C) (D) (E) (F)

140P1424Q0010/0004 trenchless methods also an accepted option?

Trenchless methods meaning size on size pipe bursting or cured in place pipe (CIPP).

A12. Pipe bursting is acceptable. Please see A11.

for additional information regarding CIPP.

Q13. Is there enough room to bring in equipment to dig up existing line?

A13. Contractors could access where the work is being completed for 104 using Second Street or the alley behind this building. Access to where the work is being completed for Buildings 201 and

203 is anticipated to be directly off Ave B. As indicated in the SOW, some fencing must be removed to access where the work will be completed.

Q14. Would you have to remove any concrete sidewalks, driveways or foundations to make the repair?

A14. None anticipated.

Q15. Do you have any photos of site locations for repair?

A15. Photos were not included in the specification documents.

Q16. Depth of the sewer mains where we are connecting to.

A16. The depth of the sewer mains are anticipated to be approx. 12 feet deep based on depth of manholes.

Q17. What permits are needed for the project, if any?

A17. None anticipated.

Q18. What will the contractor's responsibility in terms of topside restoration? Sod? Just topsoil and grass seed?

A18. Contractors are responsible for restoring the topside to pre-work conditions. Existing sod could be reused, if suitable.

Q19. Is the contractor expected to reseed or sod the excavation area in the yards?

A19. Refer to A18.

Q20. I am curious if there is a location where the park services would want our excess dirt so

Continued ...

NSN 7540-01-152-8067 OPTIONAL FORM 336 (4-86)

Sponsored by GSA

FAR (48 CFR) 53.110

ITEM NO. SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

NAME OF OFFEROR OR CONTRACTOR

3 3

CONTINUATION SHEET

REFERENCE NO. OF DOCUMENT BEING CONTINUED PAGE OF

(A) (B) (C) (D) (E) (F)

140P1424Q0010/0004 we can keep it close by?

A20. It is anticipated that there is enough clearance to keep dirt close to the location where work is being completed. Please verify with

COR prior to start of work.

Q21. Approximately how deep are the sewer lines?

A21. Please assume that the sewer lines are approximately 3 feet below surface at each structure and approximately 12 feet below surface at each sewer main connection point.

Q22. Do you know what the approximate depth is of the lines that need to be replaced?

A22. Refer to A20.

Q23. Will we need to excavate under the garage slab?

A23. Building 203 it is anticipated that excavating under the garage slab would not be required.

The government team is currently unable provide a response for the following questions received:

Q24. How far past the house foundation does the copper pipe extend?

Q25. On Housing units at 201 & 203 Avenue B, does the copper extend past the garage additions?

Q26. Can you confirm where the clay drain pipe starts?

Q27. Does it start immediately outside of the foundation wall or outside the monolithic slab of the garage?

Period of Performance: 01/22/2024 to 04/30/2024

NSN 7540-01-152-8067 OPTIONAL FORM 336 (4-86)

Sponsored by GSA

FAR (48 CFR) 53.110