Amendment 0007 03JUL2024.pdf

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 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 your 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.

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

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

1. CONTRACT ID CODE

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

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

STANDARD FORM 30 (REV. 10-83)

Prescribed by GSA FAR (48 CFR) 53.243

FACILITY CODE

9A. AMENDMENT OF SOLICITATION

NO.

9B. DATED (SEE ITEM 11)

10A. MODIFICATION OF CONTRACT/ORDER NO.

10B. DATED (SEE ITEM 13)

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.

12. ACCOUNTING AND APPROPRIATION DATA (If required) copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

13. THIS ITEM ONLY APPLIES TO MODIFICATION OF CONTRACTS/ORDERS.

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

CHECK ONE 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)

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.

15C. DATE SIGNED

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

16C. DATE SIGNED

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

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

PAGE OF PAGES

6. ISSUED BY CODE

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

CODE

15B. CONTRACTOR/OFFEROR

(Signature of person authorized to sign)

16B. UNITED STATES OF AMERICA

(Signature of Contracting Officer)

NSN 7540-01-152-8070

Previous edition unusable

70Z05024R43000003; CORRECT SHORELINE EROSION AT USCG STATION SIUSLAW, FLORENCE, OR

The purpose of this amendment is to provide Attachment, and Specification/Drawing revisions.

USCG FDCC SEATTLE

915 SECOND AVE, RM 2664

SEATTLE, WASHINGTON 98174-1011

70Z05024R43000003

1 2

07/03/2024

05/29/2024

70Z05024R43000003

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

ENCLOSED DOCUMENT:

A. REVISIONS TO THE TASK ORDER ANNOUNCEMENT/AMENDMENT ATTACHMENTS

Please find attached to this Amendment for PPI 084 answered via Amendment 0006.

B. REVISIONS TO THE SPECIFICATIONS/DRAWINGS/AMENDMENTS

1. Amendment 0006 Item 8

REMOVE

Section 31 14 16 – 3.8

REPLACE WITH

Section 31 41 16 – 3.8

2. Amendment 0006 Item 14

REMOVE

Key Notes 15, 19, and 20

INSERT:

"New" Key Note 15: Contractor is responsible for maintaining all utilities down to the floating dock/covered mooring during work. Utilities may be disrupted for the same 3 weeks as the bridgeway disruption. At the end of the three-week disruptions utilities must be reestablished.

INSERT

"New" Key Note 21: Contractor is responsible for maintaining all utilities down to the floating dock/covered mooring during work. Utilities may be disrupted for the same 3 weeks as the bridgeway disruption. At the end of the three-week disruption utilities must be reestablished.

All other terms and conditions remain unchanged. The Proposal due date IS NOT EXTENDED.

Offerors are reminded to acknowledge receipt of this amendment in response to the subject TOA.

www.sheet-piling.com www.gerdau.com

PZC profiles are named for their strength in metric designations. For example, PZC 18 has a Section Modulus of 1,800 cm3/meter. Make PZC sheet piling your first choice for its unmatched combination of drivability, ruggedness, and strength to weight efficiency. Standard production in ASTM A572 Grade 60 with corrosion resistant steels (A690 and A588) available upon request. Inquire for higher strength steel availability.

PZC SHEET PILING PROPERTIES

*Both sides of sheet; excludes socket interior and ball of interlock. All dimensions given are nominal. Actual flange and web thicknesses vary due to mill rolling practices;

however, permitted variations for such dimensions are not addressed.

27.88"

17.7"

0.60"

0.60"

0.525"

15.2 mm

13.3 mm

708 mm

450 mm

15.2 mm

PZC 26

51˚54˚

25" 635 mm

0.375

9.5 mm

0.375"

9.5 mm

12.56" 319 mm

27.88" 708 mm

0.375"

9.5 mm

0.375

9.5 mm

"0.375"

9.5 mm

PZC 13

42˚ 15.25 387 mm

0.375"

9.5 mm

PZC 18

PZC 19

PZC 18

PZC 17

PZC 13

PZC 28

PZC 26

PZC 25

Per Unit of Wall

Section

Nominal Width

Wall Depth

(Height)

Web Thickness

Flange Thickness in.

(mm) in.

(mm) in.

(mm) in.

(mm)

Cross Sectional

Area

Weight Cross Sectional

Area

WeightMoment of Inertia

Moment of Inertia

Elastic Section Modulus

Plastic Section Modulus

Total Surface

Area

Nominal Coating Area* in.2 (cm2) in.2/ft (cm2/m) lbs/ft (kg/m) lbs/ft2 (kg/m2) in.4 (cm4) in.4/ft (cm4/m) in.3 (cm3) ft2/ft (m2/m) in.3/ft (cm3/m)

Elastic Section Modulus in.3/ft (cm3/m) ft2/ft (m2/m)

Per Single Section Plastic Section Modulus in.3 (cm3)

PZC 14

PZC 12

25.00 15.30 0.420 0.420 16.16 55.0 576.3 75.3 89.14 6.10 5.60 7.75 26.4 276.6 36.1 42.79

635 388 10.7 10.7 104.2 81.8 23,990 1,235 1,461 1.86 1.71 164.1 128.8 37,780 1,945 2,301

25.00 15.25 0.375 0.375 14.82 50.4 532.2 69.8 82.20 6.10 5.60 7.12 24.2 255.5 33.5 39.46

635 387 9.5 9.5 95.6 75.1 22,150 1,145 1,347 1.86 1.71 150.6 118.2 34,890 1,800 2,121

25.00 15.21 0.335 0.335 13.64 46.4 491.8 64.6 76.04 6.10 5.60 6.55 22.3 236.1 31.0 36.50

635 386 8.5 8.5 88.0 69.1 20,470 1,060 1,246 1.86 1.71 138.6 108.8 32,235 1,670 1,962

27.88 12.56 0.375 0.375 14.82 50.4 353.0 56.2 66.93 6.10 5.60 6.38 21.7 152.0 24.2 28.81

708 319 9.5 9.5 95.6 75.1 14,690 920 1,097 1.86 1.71 135.1 106.0 20,760 1,300 1,549

27.88 17.75 0.570 0.645 23.22 79.0 1,057 119.1 143.07 6.65 6.15 10.00 34.0 455.1 51.3 61.58

708 451 14.5 16.4 149.8 117.6 44,000 1,950 2,344 2.03 1.87 211.6 166.1 62,150 2,755 3,311

27.88 17.70 0.525 0.600 21.72 73.9 994.3 112.4 134.46 6.65 6.15 9.35 31.8 428.1 48.4 57.89

708 450 13.3 15.2 140.1 110.0 41,390 1,840 2,203 2.03 1.87 197.9 155.4 58,460 2,600 3,112

27.88 17.66 0.485 0.560 20.40 69.4 938.7 106.3 126.77 6.65 6.15 8.78 29.9 404.1 45.7 54.56

708 449 12.3 14.2 131.6 103.3 39,070 1,740 2,077 2.03 1.87 185.9 145.9 55,190 2,455 2,933

27.88 12.60 0.420 0.420 16.15 55.0 381.6 60.5 72.61 6.10 5.60 6.95 23.7 164.3 26.0 31.25

708 320 10.7 10.7 104.2 81.8 15,890 1,190 990 1.86 1.71 147.2 115.5 22,440 1,400 1,680

27.88 12.52 0.335 0.335 13.64 46.4 324.5 51.8 61.51 6.10 5.60 5.87 20.0 139.7 22.3 26.47

708 318 8.5 8.5 88.0 69.1 13,510 850 1,008 1.86 1.71 124.3 97.6 19,080 1,200 1,423 corinne.williams Rectangle corinne.williams Callout corinne.williams Text Box Proposed substitute to Nucor NZ28 corinne.williams Rectangle