P16PS00262_Amendment_5.pdf

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P16PS00262

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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 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 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.

x

PDS

Denver CO 80225-0287 P.O. Box 25287 12795 W. Alameda Pkwy NPS, DSC Contracting Services Div

YOSE 20643105/06/2016000005

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

04/04/2016

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 date, 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.)

Yosemite National Park - YOSE 206431

Mariposa Grove Restoration Phase 5

Mariposa County, CA

This amendment answers questions received. See attached pages.

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)

Sarah Mcmahon

STANDARD FORM 30 (REV. 10-83)

Prescribed by GSA

FAR (48 CFR) 53.243

NSN 7540-01-152-8070

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 .

P16PS00262

Amendment Five

In order to answer the final questions received, the above numbered solicitation is hereby amended as follows:

1. The following questions have been received and answers provided.

Clarification of the answer to previous Q11 from Amendment Four: The 45,000 gallon tank should be a bolted 45,000 gallon tank as noted in specification section 22 12 09 and as identified on Subsheet No. C5.59. It should be noted that this tank needs to be the specified size due to limitations on space in this area. A welded tank will be considered and reviewed but in both the specifications and drawings it states the tank shall be a bolted steel water tank.

Amendment No. 4 included the revised the specifications to include the correct AWWA standards for the specified 45,000 gallon bolted water storage tank.

However, the AWS and AWWA welding references were retained as it is likely there will be piping components that attach to the tank that will be welded, irregardless of whether the rest of the tank is bolted or welded.

Q12: There is conflicting information between the plans and the specifications regarding the Army Corp of Engineer permits. Will all permits be provided for all stream crossings or will the contractor be require to procure the permit?

A: The Government will provide the US Army Corp. of Engineers Permit (Section 404 of the Clean Water Act) for all stream crossings. The awarded Contractor will be provided this USACE permit and then shall comply with this Government furnished permit.

Please, refer to Specification Section 01 11 00 (Summary of Work--1.17 Permits- -The Park will provide the following permits. Item No. 2) and in Specification Section 01 31 00 (Project Management and Coordination - 1.9 Permits - Government Furnished Permits) it again references the 404 permit as a Government furnished permit and that the terms and conditions of the permit shall be adhered to. Also, on the drawing, subsheet no. G5.06, General Notes, No. 31 it notes that the Contractor shall comply with the US Army Corp of Engineers 404 Permit as provided to the Contractor.

Q13: Section 01 27 00, Paragraph C, Subparagraph 1 states that topsoil will be spread along Four-mile Road. The plans do not include a cross section which would indicate the depth and width of this topsoil on the shoulders. Please clarify the extent, depth and width the topsoil will be spread along the edges of Four-mile Road?

A: The reference specification section is referring to the existing utilities that are to be removed along the 4-Mile Road. Therefore the topsoil placement is limited to the areas near the road where utilities are being removed (Ref. subsheets C7.33 to C7.35 and associated notes). In these disturbed areas where utilities will be removed along 4-mile road the topsoil depth will vary between 6 and 12 inches.

Q14: Per Section 01 11 00, Summary of Work, Paragraph 1.6C, Sub-paragraph 3, “The Phase 4 contractor will complete the stockpile of structural fill materials for use by the Phase 5 Contractor by July 1, 2016,” please indicate the quantities and locations of these stockpiles which are not asphalt concrete if any.

A: There is no additional structural fill outside the asphalt material. The structural fill that is referred to in Specification Section--01 11 00--Summary of Work is the same material referenced as asphalt grindings and chunks of asphalt from Phase

4. So the total quantity of this asphalt grindings/structural fill material is 4,500 cubic yards (4000 cubic yards that will be stockpiled in one lane along the Mariposa Grove Road--The stock pile area will be located 2 Miles East of the new South Entrance Visitor Contact--Parking Area. The 500 cubic yards of asphalt chunks is stockpiled at the former DNC Stockpile Site identified on Subsheet G5.13, between stations 28+00 and 30+00.) Note the asphalt grindings have some aggregate base material blended into it. The asphalt will be ground to a depth that includes a small amount of base material that was supporting the old asphalt surface.

A contractor will have to provide any additional fill material beyond the 4,500 cubic yards noted above and what they generate onsite.

2. All other terms and conditions remain unchanged.