W911KB-17-R-0042-0001.pdf

WC1JUW70463355

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

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)

30-105-04EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

STANDARD FORM 30 (Rev. 10-83) Prescribed by GSA

FAR (48 CFR) 53.243

Subject solicitation entitled “Relief Wells and Weir Steel for Chena River Lakes Project, North Pole Alaska” is hereby amended as follow s:

A. The follow ing pages are hereby superceded by the attached revised pages and addendums to the solicitation.

B. Page 1, SF1449, Q&A (2 pages), and Specifications (4 pages). See Summary of Changes for detailed information.

C. The closing time for receipt of quotations is not extended and remains 2:00 p.m. Alaska Time, 24 April 2017.

Point of contact for this amendment is Mr. Woods 907-753-2547.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 8

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

16C. DATE SIGNED

BY 14-Apr-2017

16B. UNITED STATES OF AMERICA15C. DATE SIGNED15B. CONTRACTOR/OFFEROR

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

8. NAME AND ADDRESS OF CONTRACTOR (No., Street, County, State and Zip Code) X W911KB-17-R-0042

X 9B. DATED (SEE ITEM 11)

10-Apr-2017

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

X The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offer is extended, X is not extended.

Offer 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 ADMINISTRATIVE 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.)

10A. MOD. OF CONTRACT/ORDER NO.

2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO.(If applicable)

6. ISSUED BY

3. EFFECTIVE DATE

13-Apr-2017

CODE

U.S. ARMY ENGINEER DISTRICT, ALASKA

CEPOA-CT-SP

PO BOX 6898

JBER AK 99506-0898

W911KB 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

SEE ADDENDUM

(No Collect Calls)

W911KB-17-R-0042 10-Apr-2017

b. TELEPHONE NUMBER

907-753-2547

8. OFFER DUE DATE/LOCAL TIME

02:00 PM 24 Apr 2017

5. SOLICITATION NUMBER 6. SOLICITATION ISSUE DATE

AUTHORIZED FOR LOCAL REPRODUCTION

PREVIOUS EDITION IS NOT USABLE

STANDARD FORM 1449 (REV. 2/2012)

Prescribed by GSA – FAR (48 CFR) 53.212

(TYPE OR PRINT)

(SIGNATURE OF CONTRACTING OFFICER)

ADDENDA X ARE

26. TOTAL AWARD AMOUNT (For Gov t. Use Only )

23.

CODE 10. THIS ACQUISITION IS

SUCH ADDRESS IN OFFER

17b. CHECK IF REMITTANCE IS DIFFERENT AND PUT

BELOW IS CHECKED

TELEPHONE NO.

W911KB9. ISSUED BY

18b. SUBMIT INVOICES TO ADDRESS SHOWN IN BLOCK 18a. UNLESS BLOCK

7. FOR SOLICITATION

INFORMATION CALL:

a. NAME

ERNEST L WOODS III

2. CONTRACT NO. 3. AWARD/EFFECTIVE DATE 4. ORDER NUMBER

(TYPE OR PRINT)

30b. NAME AND TITLE OF SIGNER 30c. DATE SIGNED 31b. NAME OF CONTRACTING OFFICER

30a. SIGNATURE OF OFFEROR/CONTRACTOR 31a.UNITED STATES OF AMERICA

1 27a. SOLICITATION INCORPORATES BY REFERENCE FAR 52.212-1. 52.212-4. FAR 52.212-3. 52.212-5 ARE ATTACHED.X

25. ACCOUNTING AND APPROPRIATION DATA

1. REQUISITION NUMBER

20.

ADDITIONAL SHEETS SUBJECT TO THE TERMS AND CONDITIONS SPECIFIED.

OFFEROR TO COMPLETE BLOCKS 12, 17, 23, 24, AND 30

SOLICITATION/CONTRACT/ORDER FOR COMMERCIAL ITEMS

WC1JUW70463355

ARE NOT ATTACHED

27b. CONTRACT/PURCHASE ORDER INCORPORATES BY REFERENCE FAR 52.212-4. FAR 52.212-5 IS ATTACHED. ADDENDA ARE ARE NOT ATTACHED

(BLOCK 5), INCLUDING ANY ADDITIONS OR CHANGES WHICH ARE

SET FORTH HEREIN, IS ACCEPTED AS TO ITEMS:

. YOUR OFFER ON SOLICITATION

28. CONTRACTOR IS REQUIRED TO SIGN THIS DOCUMENT AND RETURN

% FOR:SET ASIDE:UNRESTRICTED OR X

SMALL BUSINESSX

WOMEN-OWNED SMALL

BUSINESS (WOSB)

17a.CONTRACTOR/ CODE FACILITY

OFFEROR CODE

U.S. ARMY ENGINEER DISTRICT, ALASKA

CEPOA-CT-SP

PO BOX 6898

JBER AK 99506-0898

18a. PAYMENT WILL BE MADE BY CODE

RATED ORDER UNDER

DPAS (15 CFR 700)

13a. THIS CONTRACT IS A

13b. RATING

CODE15. DELIVER TO CODE 16. ADMINISTERED BY

SEE SCHEDULE

12. DISCOUNT TERMS11. DELIVERY FOR FOB DESTINA-

TION UNLESS BLOCK IS

MARKED

SEE SCHEDULE

14. METHOD OF SOLICITATION

RFQ IFB RFPX

FAX:

TEL: SERVICE-DISABLED

VETERAN-OWNED

SMALL BUSINESS

8(A)

HUBZONE SMALL

BUSINESS

ECONOMICALLY DISADVANTAGED

WOMEN-OWNED SMALL BUSINESS

(EDWOSB)

SIZE STANDARD:

1,000 EM

NAICS:

331210

X

OFFER DATED

29. AWARD OF CONTRACT: REF.

DELIVER ALL ITEMS SET FORTH OR OTHERWISE IDENTIFIED ABOVE AND ON ANY

COPIES TO ISSUING OFFICE. CONTRACTOR AGREES TO FURNISH AND

EMAIL:

TEL:

31c. DATE SIGNED

SEE SCHEDULE

SCHEDULE OF SUPPLIES/ SERVICESITEM NO. QUANTITY UNIT UNIT PRICE AMOUNT

24.22.21.19.

W911KB-17-R-0042

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION SF 1449 - CONTINUATION SHEET

The following have been added by full text:

Chena Steel Q&A Solicitation W911KB-17-R-0042 Amendment 0001

13 April 2017

Q1: What is the total depth of the pipe to be driven for the 12" strainers?

A1: Target well depth is about 55ft.

Q2: The strainers generally come 20' lengths. They are a weld ring to weld ring style. How would you like the lengths configured, i.e. 20', 20', 5'?

A2: 20’, 20’, 5’ screen lengths welded together for a total length of approximately 45’ is acceptable.

Q3: On the fabricated well heads, when coping the 12" pipe to accept the "T", is there a tolerance on the hole size? For example, can the coped hole be 12" to accept to 12 3/4" pipe for welding purposes?

A3: Yes, the coped hole can be 12” to accept the 12 ¾ pipe for welding purposes.

Q4: What is the welding detail for connecting the 1” wall pipe to the ½” pipe on the casing material?

A4: 30 degree bevel on the ½ inch side with a full penetration root, and capped out with a full fillet on the 1” face. Root pass can be open root with 6010, and finished with 7018. Or a backer ring can be used and 7018 all the way out.

Q5: Is it acceptable for the casing material to be welded together to make 60ft lengths (shipping 60ft lengths from the lower 48 is not economical nor will it fit in the allowable time frame).

A5: Yes, the contractor can weld together casing to make the required 60ft lengths.

Q6: More design detail is needed for the well heads. Are these tee fittings or a shop fabricated tee?

A6: Shop fabricated.

(continued)

Q7: What is the applicable code for welding? This will define inspection requirements.

A7: AWS D.1-1

Q8: What type of Well Screen Centralizer is desired? Can more detail be provided aside from Stainless 12 inch?

A8: Fostco 12” HD Centralizers were used for previous well installs.

Q9: The timeline is very aggressive. Getting material here will likely take a minimum of 3 weeks from time it is ordered. Is there any leeway on the delivery timeline?

A9: The following well material items are needed by 20 May 2017: 12 “Riser Pipe, 24 “Casing, 12” slotted screen and screen centralizers. The well heads and the remaining weir materials are required by 1 August 2017.

DESCRIPTION / SPECIFICATIONS / MATERIALS LIST

Well Steel Materials

Weir Modification Steel Materials

CHENA RIVER LAKES FLOOD CONTROL PROJECT

Solicitation W911KB-17-R-0042 Amendment 0001

13 April 2017

1. RELIEF WELL MATERIALS

The Government plans to install relief wells at the Moose Creek Dam during the summer of 2017

– June 1 to September 1. The contract is for material procurement only. Installation of the wells is not required. See attached drawing for well head details.

The contractor shall furnish the following well steel materials:

Casing & Riser:

o Pile Casing: ASTM A 252*, 24” diameter, 1/2” wall, 1 foot of one end of the casing shall be 1” wall, 60 foot sections (10 each) o Riser Pipe: ASTM A 53 Grade B, 12” diameter, 3/8” wall, 12 foot sections (84 each)

Pre-fabricated Well Head:

o Well heads shall be fabricated per attached drawing (88 each)

Well Screens: 70 Each o Stainless Steel ASTM A 312/A 312M, Type 304-L o 12 inch diameter, 25 slot with a keystone wire-wrapped continuous slot strainer, 30 degree beveled weld ring top (.375 inch thickness), 45 foot lengths o Each length shall have a bottom cap (.375 inch thickness)

Screen Centralizers: 252 Each o Stainless 12 inch centralizer

QA INSPECTION: Upon completion of the first length of well screen, the contractor shall allow the Government to inspect the product prior to the completion of remaining screen sections. This requirement will apply to the fabricated heads as well.

Shipping Address: 3800 Laurence Rd, North Pole, AK 99705 *steel alternatives of comparable grade may be accepted

2. WEIR MODIFICATION MATERIALS

The Government plans to modify the South Seepage Collector Channel Weir at the Chena River Flood Control Project. The Objective of this project is to provide a sharp crested weir at a constant elevation for the purpose of measuring seepage discharge. This contract is for material procurement only. See attached drawings for weir details.

The contractor shall furnish the following materials:

Item Length/Quantity Use Notes

1 ½” X 12” A36 Steel Plate 130 FT Base Plate 10’ Sections 2 ½” X 6” A36 Steel Plate 3 FT Base Plate 3 ½” X 4” A36 Steel Plate 100 FT Filler Plate 4 ½” Round Bar Stock 100 FT Filler Rod 5 ¾” Round Bar Stock 100 FT Filler Rod 6 ½” X 12” A36 Steel Plate – Beveled Edge 80 FT Weir Plate 10’ Sections 7 L 4 X 4 X 3/8 Galvanized 16 FT Bar Grate

Ledge

8 HILTI 1.2” X 4-1/4” HAS Anchors, Galvanized

36 EA

9 ½” X 24” X 4’-0” A36 2 EA Dam Plate 10 ½” X 8” X 4’-0” A36 6 EA Dam Plate 11 ½” X 36” X 4’-0” A36 7 EA Dam Plate 12 ½” X 10” X 4’-0” A36 2 EA Dam Plate 13 ½” X 32” X 4’-0” A36 2 EA Dam Plate 14 ½” X 48” X 8’-0” A36 2 EA Dam Plate 15 24” X 71.5” Bar Grate Galvanized 4 EA Metal Deck

See attached drawing for further material and project details.

Shipping address: 3800 Laurance Road, North Pole, Alaska 99705

3. SHIPMENT PRIORITY & LEAD TIME REQUIREMENTS

The contractor shall prioritize relief well materials for shipment scheduling. The following relief well material items shall be delivered to the project site prior to the scheduled work start date of 1 June:

Casing & Riser Well Screen Screen Centralizer

The contractor shall provide the lead time for delivery of the relief well materials as well as subsequent shipment scheduling for weir material items.

4. BASIS FOR AWARD

This contract will be awarded to the offeror with the lowest price who submits a technically acceptable proposal. The Contractor’s proposal shall include the following items:

For relief well materials listed in Section 1:

a. Well material items meeting the specification requirements.

b. Lead time for FOB shipping 3800 Laurance Rd, North Pole, AK 99705

For weir materials listed in Section 2:

a. Weir material items meeting the specification requirements.

b. Lead time for FOB shipping 3800 Laurance Rd, North Pole, AK 99705

Proposals will be rated as either “acceptable” or “not acceptable” based on required material specifications and lead time requirements. The Government requires delivery not later than 20 May 2017 for relief well items listed in Section 3. Remaining relief well and weir materials shall be delivered by 1 August 2017.

(End of Summary of Changes)