Sol_P17PS01509_Amd_000001.pdf

(x)

P17PS01509

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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

PY2

Ashford WA 98304-9751 55210 238th. Ave. E.

DOI, NPS, PWR - OLYM MABO - MORA

PPY

Ashford WA 98304-9751 55210 238th Ave E Mount Rainier National Park

NPS, PWR - OLYM MABO

07/03/2017000001

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

06/16/2017

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.)

The purpose of this amendment is to post questions, answers, and clarifications following the site visit, to add maps of the two campground locations, and to increase the estimated quantity for the White River Campground from 1200 tons to 2000 tons. The increase in tonnage will increase the magnitude of construction estimate range from $250,000 - $500,000 to $500,000 - $1,000,000.

White River Q & A's:

#1Q- Will this be just overlay or grind and level also?

A-Grind and level disturbed areas as described in walkthrough.

#2Q- Do we pave the asphalt walkways to the restrooms?

A-Only the one in Loop D, no others.

#3Q- Do we bid by the ton and will we be paid for actuals or government estimates?

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)

Pamela Griffin

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 .

ITEM NO. SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

NAME OF OFFEROR OR CONTRACTOR

2 5

CONTINUATION SHEET

REFERENCE NO. OF DOCUMENT BEING CONTINUED PAGE OF

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

P17PS01509/000001

A-Yes, bid is per ton price and will pay for actual tonnage.

#4Q- Were pre-level and root excavations calculated in the total tonnage?

A-Yes

#5Q- Site B-6 is currently asphalted, overlay?

A-No, no sites will be paved here.

#6Q- What do we do with slumped edge across from site B1?

A-The park will repair prior to performance of the contract.

#7Q- Near site A-3 the edge asphalt is blown out, what do you want?

A-Widen the road overlay to straighten out the area that blew out.

Ohanapecosh Q & A's:

#8Q- What about utility trench in road before you get to Loop A?

A-The utility trench is to be dug out 2", edges cut and patched. Do not do complete road overlay on this part of main road outside of Loop A.

#9Q-What about utility trench on edge of Loop A main road?

A-Widen the road paving to include the 2' trench, so 18' wide here not 16'.

#10Q- What about small parking lots in Loop A?

A-Yes, pave two small lots, one by beginning of loop and one by Group Site 1.

#11Q- Do we patch the utility trench that runs from the beginning of Loop A road along the main road to Loop C entrance?

A-Yes, dig and patch the trench.

#12Q- Do we pave the parking area at site C-23?

A-Yes, this is the only campsite parking area to be paved in Ohanapecosh.

Scope of Work Clarifications from Site Visit, June 27, 2017

Gravel Edging:

Apply a compacted gravel ramp to all camp site parking spaces. Use certified weed-free crushed gravel, ¾" minus. Taper ramp from edge of new asphalt for three feet. Gravel edging shall be approximately 10 feet wide.

Clean gravel previously excavated from the

Ohanapecosh utility trench repair work may be re-used for gravel edging into the camp sites.

No asphalt grindings may be used for this work.

Contractor shall dispose of all asphalt grindings outside of Mount Rainier National Park.

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 5

CONTINUATION SHEET

REFERENCE NO. OF DOCUMENT BEING CONTINUED PAGE OF

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

P17PS01509/000001

Root Treatment:

In designated repair areas with tree roots, use the following procedure for root removal. Prune tree roots with saw making a clean vertical cut, removing the smallest portion of the root or root system possible that still allows for excavation.

Pruning is not required for roots less than 1 inch in diameter. Do not cut roots using excavation equipment. Backfill any over-excavation with compacted three quarter inch (¾" )minus crushed gravel.

Legacy Doc #: NPS

Period of Performance: 09/05/2017 to 10/12/2017

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

Sponsored by GSA

FAR (48 CFR) 53.110