W911XK-17-R-0010_Amend_0001.pdf

W56MES70057462

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

W911XK-17-R-0010 Amendment 0001

This amendment is issued to revise the Scope of Work, Price Breakout Schedule and Drawings CI501 as detailed herein.

All other terms and conditions remain unchanged.

1. CONTRACT ID CODE PAGE OF PAGES

J 1

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

16C. DATE SIGNED

BY 02-Mar-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 W911XK-17-R-0010

X 9B. DATED (SEE ITEM 11)

17-Feb-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

02-Mar-2017

CODE

CONTRACTING BRANCH

USACE DETROIT DISTRICT

477 MICHIGAN AVENUE, 7TH FLOOR

DETROIT MI 48226-4523

W911XK 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W911XK-17-R-0010

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

The following have been added by full text:

AMENDMENT 0001

This amendment is issued to revise the following;

Scope of Work – Material Tolerances

From: "All contract item dimensions must be within 0.005 in. of required dimensions as listed in the Price Breakout Schedule. Failure for a contract item dimension to fall within this tolerance will result in rejection of said contract item."

To: "Plates Connections & Separators dimensions must be within 0.005 in. of required dimensions as listed in the Price Breakout Schedule. Failure for a contract item dimension to fall within this tolerance will result in rejection of said contract item.”

Price Breakout Schedule

Line Item 0009

From:

10"X10"X0.5"X0.6745 GR A 36 Tie Rod Connection 1° shim plate with 1 - 2 1/2" DRILLED hole

• Shim must form a 1° angle

• See detail in Figure 1.2 Steel Sheet Pile Reference

To:

10"X10"X0.5"X0.6745 GR A 36 Tie Rod Connection 1° shim plate with 1 - 2 3/4" DRILLED hole

• Shim must form a 1° angle

• See detail in Figure 1.2 Steel Sheet Pile Reference

Line Item 0018

From:

1" DIA A325 BOLT W/ NUT & 2 WASHERS

Bolt Length: 16 in. for Tension Bolts. BOLTS MUST HAVE 6 in. of THREAD

• Nuts must meet ASTM A563 and 1 flat washer must meet ASTM F436. 1 FLAT WASHER MUST BE

PROVIDED PER BOLT

• Along with 1 flat washer, 1 DIRECT LOAD INDICATOR WASHER must also be provided for each bolt. Direct Load Indicator washer must meet ASTM F959 FOR GIVEN BOLT SIZE AND GRADE.

To:

7/8" DIA A325 BOLT W/ NUT & 2 WASHERS

Bolt Length: 16 in. for Tension Bolts. BOLTS MUST HAVE 6 in. of THREAD

• Nuts must meet ASTM A563 and 1 flat washer must meet ASTM F436. 1 FLAT WASHER MUST BE

PROVIDED PER BOLT

• Along with 1 flat washer, 1 DIRECT LOAD INDICATOR WASHER must also be provided for each bolt. Direct Load Indicator washer must meet ASTM F959 FOR GIVEN BOLT SIZE AND GRADE.

Line Item 0023

From:

8" Schedule 40 Steel Piping

• Length = 40'

• 40' Length MUST BE CONTINUOUS, NOT 2 WELDED PIECES

• Wall Thickness = 0.322"

• Pipe OD = 8.625"

• Must be Schedule 40

• Must meet ASTM A572/A572M Grade 50

• Required Yield Strength Fy = 50ksi

To:

8" Schedule 40 Steel Piping

• Length = 40'

• 40' Length MUST BE CONTINUOUS, NOT 2 WELDED PIECES

• Wall Thickness = 0.322"

• Pipe OD = 8.625"

• Must be Schedule 40

• Must meet ASTM A500

• Required Yield Strength Fy = 50ksi

The following Line Items 0020, 0039, 0055 and 0071 are listed correctly in the Price Breakout Schedule, but incorrectly on drawing sheet CI501.

Drawing Sheet CI501 reads “1-1/2" Diameter GRAB BAR- Length: 1' 5-1/4” Correct Specifications “1-1/2" Diameter GRAB BAR- Length: 1' 3-1/4”

(End of Summary of Changes)

SECTION SF 1449 - CONTINUATION SHEET

SCOPE OF WORK

This contract will be for supplies and materials for the steel sheet piling project at the Duluth-Superior Harbor. The contractor will provide all the supplies and materials as described in PRICE BREAKOUT SCHEDULE. The contractor can reference Figure 1.2 Steel Sheet Pile Reference Detail for specifics regarding the supplies and materials list. All supplies and materials must be made and manufactured within the United States of America in accordance with the Buy American Act. In accordance with UAI 5122.1302-100 regarding Equal Opportunity for Veterans.

Proposal Package

At a minimum the list must specify the manufacturer and material name for each material described in the Price Breakout Schedule. In addition the quantity and cost must be included for each material. Failure to provide the breakdown list will result in the proposal not being considered.

Delivery

There will be two delivery locations. All Steel Sheet Pile, Tie Rods, and Sheet Pile Caps (Items 0001-0005, 0026-0028, 0042-0044 & 0058-0060) will be delivered to the Erie Pier Beneficial Reuse Facility. All other items will be delivered to the U.S. Army Corps of Engineers Vessel Yard.

The Erie Pier Beneficial Reuse Facility is located at the Southern End of 40th Ave West, Duluth, MN 55807. The contractor will be responsible for delivering and unloading all designated items at the delivery location within the facility. Delivery must take place sometime Monday-Friday between 0700 hours and 1600 hours CST. Material must be placed on dunnage that is supplied by the contractor once unloaded. See Figure 1.1 Delivery Location for the designated location.

The U.S. Army Corps of Engineers Vessel Yard is located at 901 Minnesota Ave, Duluth, MN 55802. The contractor will be responsible for delivering and unloading all designated items at the delivery location within the facility. Delivery must take place sometime Monday-Friday between 0700 hours and 1530 hours CST. Material must be placed on dunnage that is supplied by the contractor once unloaded or delivered on pallets. See Figure 1.1 Delivery Location for the designated location.

Delivery dates will vary based on the type of supplies and materials and can be found in PRICE BREAKOUT SCHEDULE. All deliveries times must be coordinated with a government representative(s). Each delivery must be checked by the government representative prior to acceptance. The primary government representative will be Corey Weston 218-349-9179 and the alternate will be Sean Strasser 218-290-4882.

Material Tolerances

Plates Connections & Separators dimensions must be within 0.005 in. of required dimensions as listed in the Price Breakout Schedule. Failure for a contract item dimension to fall within this tolerance will result in rejection of said contract item.

Quality Control

The Contractor must establish and maintain effective Quality Control (QC). Quality Control consists of ensuring that all contract items meet correct dimensions, quantities, drilled hole locations, drilled hole dimensions, and all other requirements as specified in the contract. Effective QC also includes checking all steel material mill certificates to ensure all material was melted and manufactured in the United States, meets grade and strength requirements as specified in the contract, and that the material delivered corresponds to the listed heat/batch number on the given mill certificates for each contract item.

Contractor Quality Control Checklists must be submitted prior to material delivery to show that the contractor has checked all contract items and that they comply with contract requirements. Quality Control Checklist will be required to be filled out by the contractor and signed by both the contractor’s representative and government representative prior to material delivery. Failure to do so will result in rejection of delivered material. The Quality Control checklists will be required to be completed with signatures prior to receiving any payment. Material tolerances must also be documented on Quality Control Checklists to ensure all contract items fall within the 0.005

in. dimension tolerance. Failure to do so will result in rejection of said contract item.

Delivery Locations (2):

1: Erie Pier Beneficial Reuse Facility Southern End of 40th Ave West Duluth, MN 55807

2: U.S. Army Corps of Engineers Vessel Yard 901 Minnesota Ave Duluth, MN 55802

*See attached maps for site location

POCs:

Corey Weston Sean Strasser Duluth Area Office Duluth Area Office 600 S. Lake Ave. 600 S. Lake Ave.

Duluth, MN 55802-3102 Duluth, MN 55802-3102 Office: 218-720-5260 x 35277 Office: 218-720-5260 x 35269 Cell: 218-349-9179 Cell: 218-290-4882 Email:

corey.weston@usace.army.mil

Email:

sean.f.strasser@usace.army.mil

The following have been modified:

PRICE BREAKOUT SCHEDULE

BASE

ITEM SUPPLIES/SERVICE MANUFACTURER

& MATERIAL

NAME

DELIVERY

DATE

QTY UNIT UNIT

PRICE

TOTAL

STEEL SHEET PILE (SSP)

0001 Cold formed MSZ

Steel Sheet Pile

1 MAY 17 134 SHEET

• W = 28.38"

• H = 17.22"

• Thickness = 0.375"

• 55’ sheet length

• Must meet ASTM A572/A572M Grade 50 •Must be Cold Formed

• Required Elastic Section Modulus 40.14 in^3/ft min

• Required Yield Strength Fy = 50ksi

• Must provide Mill Certification

• Sheets must be delivered in connected pairs

• Epoxy Coating: Top 22’ of connected pair sheets must be coated with 20 mil minimum thickness epoxy coating. Only one side is required to be coated. Epoxy Coating must meet the requirements in Figure 1.3 Sheet Pile Epoxy Coating Specifications. Must provide epoxy manufacture’s certification that epoxy meets minimum 20 mil thickness and minimum 2000 psi ASTM D4541 adhesion test.

0002 Cold formed MSZ

Steel Sheet Pile

1 MAY 17 4 SHEET

• W = 28.38"

• H = 17.22"

• Thickness = 0.375in

• 55’ sheet length

• Must meet ASTM A572/A572M Grade 50

• Must be Cold Formed

• Required Elastic Section Modulus 40.14 in^3/ft min

• Required Yield Strength Fy = 50ksi

• Must provide Mill Certification

• Sheets must be delivered in connected pairs

• SHOULD NOT BE COATED

0003 SSP 90 Degree Corner

Piece for Cold Formed MSZ Steel Sheet Pile - Outside Simple Lock

1 MAY 17 1 SHEET

• 55’ Length

• Thickness = 0.375in

• Bend SSP 7” from centerline of the Simple Lock

• Must meet ASTM A572/A572M Grade 50

• Required Elastic Section Modulus 40.14 in^3/ft min

• Required Yield Strength Fy = 50ksi

• Must provide Mill Certification

• Cold formed

• SHOULD NOT BE COATED

SHEET PILE CAP

0004 1 MAY 17 12 EA

• 30’ Long Steel Channel Sheet Pile Cap

• Must provide Mill Certification

• ASTM A36

• Yield Strength Fy = 36ksi

• Thickness = 3/8"

• Min clear opening greater than height dimension of cold formed Z-shaped sheet pile section

• Minimum Flange width = 4"

TIE ROD

0005 #18 Tie Rod 2-1/4"

DIA

1 MAY 17 68 EA

• 46’ Length

• ASTM A615/A615M, Grade 75

• Required 2.25" diameter

• Required Yield Strength Fy = 75ksi

• Must provide Mill Certification

• Entire length of Tie Rod must be Threaded 0006 Tie Rod Couplers 1 MAY 17 34 EA

• Must be provided to join Tie Rods together

• Must provide Mill Certification •Must be approved by manufacturer for use on selected Tie Rods

• Must meet or exceed specific grade and strength requirements of Tie Rods

WALE

0007 C12x30 Wale 1 APRIL 17 26 EA

• 30’ Wale Length

• Must provide Mill Certifications

• ASTM A572 Gr. 50

PLATES CONNECTIONS & SEPARATORS

0008 10"X10"X2 1 MAY 17 68 EA

GR A 36 Tie Rod Connection Plate with 1 – 2 1/2" DRILLED hole

0009 10"X10"X0.5"X0.6745 1 MAY 17 25 EA

GR A 36 Tie Rod Connection 1° shim plate with 1 - 2 3/4" DRILLED hole

• Shim must form a 1° angle

• See detail in Figure 1.2 Steel Sheet Pile Reference

0010 12"X3"X5/8 1APRIL 17 160 EA

GR A 36 Plate for Wale Separator

0011 3"x3"x1/2 1 MAY 17 150 EA

GR A 36 SSP Tension Bolt Plate with 1 - 15/16" DRILLED hole

0012 7"X14"X3/4 1 MAY 17 75 EA

GR A 36 Wale Tension Bolt Backing Plate with 2 – 15/16" DRILLED holes

0013 14.5"x7"x1/2 1 APRIL 17 50 EA

GR A 36 Wale Splice Connector Plates with 8 – 15/16" DRILLED holes

0014 14.5"x7"x3 1 APRIL 17 1 EA

GR A 36 Wale Fill Connector Plates with 8 – 15/16" DRILLED holes

HARDWARE

0015 2-1/4" DIA ASTM A-615 1 MAY 17 68 EA

GR75 NUT & WASHER for Tie Rod

0016 7/8" DIA A325 BOLT W/ NUT & WASHER 1 APRIL 17 200 EA

- Bolt Length: 3in. for Wale Splice

• Nuts must meet ASTM A563 and 1 flat washer must meet ASTM F436. 1 FLAT WASHER MUST BE PROVIDED

PER BOLT

• Along with 1 flat washer, 1 DIRECT LOAD INDICATOR WASHER must also be provided for each bolt. Direct Load Indicator washer must meet ASTM F959 FOR GIVEN BOLT SIZE AND GRADE.

0017 7/8" DIA A325 BOLT W/ NUT & 2 WASHERS 1 APRIL 17 12 EA

Bolt Length: 5-1/2 in. for Wale Fill Plate

• Nuts must meet ASTM A563 and 1 flat washer must meet ASTM F436. 1 FLAT WASHER MUST BE PROVIDED

PER BOLT

• Along with 1 flat washer, 1 DIRECT LOAD INDICATOR WASHER must also be provided for each bolt. Direct Load Indicator washer must meet ASTM F959 FOR GIVEN BOLT SIZE AND GRADE.

0018 7/8" DIA A325 BOLT W/ NUT & 2 WASHERS 1 MAY 17 150 EA

Bolt Length: 16 in. for Tension Bolts. BOLTS MUST HAVE 6 in. of THREAD

• Nuts must meet ASTM A563 and 1 flat washer must meet ASTM F436. 1 FLAT WASHER MUST BE PROVIDED

PER BOLT

• Along with 1 flat washer, 1 DIRECT LOAD INDICATOR WASHER must also be provided for each bolt. Direct Load Indicator washer must meet ASTM F959 FOR GIVEN BOLT SIZE AND GRADE.

0019 3/4" DIA A325 BOLT W/ NUT & 2 WASHERS 1 MAY 17 150 EA

Bolt Length - for Cap Note: C-Channel Cap configuration may change depending on bid, bolt size may also change

• Nuts must meet ASTM A563 and 1 flat washer must meet ASTM F436. 1 FLAT WASHER MUST BE PROVIDED

PER BOLT

• Along with 1 flat washer, 1 DIRECT LOAD INDICATOR WASHER must also be provided for each bolt. Direct Load Indicator washer must meet ASTM F959 FOR GIVEN BOLT SIZE AND GRADE.

*** Note: All bolts must meet ASTM A325, Type 1. The bolt heads and the nuts of the supplied fasteners must be marked with the manufacturer's identification mark, the strength grade and type specified by ASTM specifications. All Nuts must meet ASTM A563. All Flat Washers must meet ASTM F 436. 1 Flat Washer must be provided per bolt. Along with 1 flat washer, 1 DIRECT LOAD INDICATOR WASHER must also be provided for each bolt. Direct Load Indicator washer must meet ASTM F959 FOR GIVEN BOLT SIZE AND GRADE. Bolts, nuts, and washers must be galvanized. MUST PROVIDE MILL CERTIFICATIONS FOR

EACH DIFFERENT TYPE OF BOLT. ***

LADDER

0020 1-1/2" Diameter GRAB BAR- Length: 1' 3-1/4 1 MAY 17 8 EA

• Dimensions should match ladders detail shown in Figure 1.2 Steel Sheet Pile Reference Detail

• Bar and pipe shall conform to ASTM A 36 M, and be carbon steel

• Wall Thickness = 0.281"

• Must Provide Mill Certification

• GRAB BAR shall be Schedule 160 Material

0021 1-1/2" Diameter LADDER RUNG- Length: 2' 4-

1/4"

1 MAY 17 48 EA

• Dimensions should match ladders detail shown in Figure 1.2 Steel Sheet Pile Reference Detail

• Bar and pipe shall conform to ASTM A 36 M, and be carbon steel

• Wall Thickness = 0.281"

• Must Provide Mill Certification

• LADDER RUNG shall be Schedule 160 Material

STEEL H-PILES

0022 HP12x74 1 APRIL 17 2 EA

• Length = 60'

• 60' Length can be 1 continuous 60 ft. piece or 2 welded pieces to achieve the required 60 ft. length. If Beam is 2 welded pieces, it must be welded by a certified welder so that the beam has the same quality and perform as well as a monolithic member.

• Depth = 12.1"

• Flange Width = 12.2"

• Flange Thickness = 0.610"

• Web Thickness = 0.605"

• Weight = 74 lb/ft

• Must meet ASTM A572/A572M Grade 50

• Required Yield Strength Fy = 50ksi

STEEL PIPE

0023 8" Schedule 40 Steel

Piping

1 APRIL 17 2 EA

• Length = 40'

• 40' Length MUST BE CONTINUOUS, NOT 2 WELDED PIECES

• Wall Thickness = 0.322"

• Pipe OD = 8.625"

• Must be Schedule 40

• Must meet ASTM A500

• Required Yield Strength Fy = 50ksi

HOT ROLLED STEEL ANGLE

0024 Hot rolled steel angle 1 APRIL 17 20 EA

• Length = 4 ft.

• Flange Length = 4"

• Flange Length = 4"

• Thickness = 0.5"

• Must meet ASTM A572/A572M Grade 50

• Required Yield Strength Fy = 50ksi

TOTAL COST OF BASE

OPTION ONE (1)

& MATERIAL

NAME

DELIVERY

DATE

QTY UNIT UNIT

PRICE

TOTAL

STEEL SHEET PILE (SSP)

0025 Cold formed MSZ

Steel Sheet Pile

1 MAY 17 18 SHEET

• W = 28.38"

• H = 17.22"

• Thickness = 0.375"

• 55’ sheet length

• Must meet ASTM A572/A572M Grade 50 •Must be Cold Formed

• Required Elastic Section Modulus 40.14 in^3/ft min

• Required Yield Strength Fy = 50ksi

• Must provide Mill Certification

• Sheets must be delivered in connected pairs

• Epoxy Coating: Top 22’ of connected pair sheets must be coated with 20 mil minimum thickness epoxy coating. Only one side is required to be coated. Epoxy Coating must meet the requirements in Figure 1.3 Sheet Pile Epoxy Coating Specifications. Must provide epoxy manufacture’s certification that epoxy meets minimum 20 mil thickness and minimum 2000 psi ASTM D4541 adhesion test.

SHEET PILE CAP

0026 1 MAY 17 3 EA

• 30’ Long Steel Channel Sheet Pile Cap

• Must provide Mill Certification

• ASTM A36

• Yield Strength Fy = 36ksi

• Thickness = 3/8"

• Min clear opening greater than height dimension of cold formed Z-shaped sheet pile section

• Minimum Flange width = 4"

TIE ROD

0027 #18 Tie Rod 2-1/4"

DIA

1 MAY 17 10 EA

• 46’ Length

• ASTM A615/A615M, Grade 75

• Required 2.25" diameter

• Required Yield Strength Fy = 75ksi

• Must provide Mill Certification

• Entire length of Tie Rod must be Threaded 0028 Tie Rod Couplers 1 MAY 17 5 EA

• Must be provided to join Tie Rods together

• Must provide Mill Certification •Must be approved by manufacturer for use on selected Tie Rods

• Must meet or exceed specific grade and strength requirements of Tie Rods

WALE

0029 C12x30 Wale 1 APRIL 17 2 EA

• 30’ Wale Length

• Must provide Mill Certifications

• ASTM A572 Gr. 50

PLATES CONNECTIONS & SEPARATORS

0030 10"X10"X2 1 MAY 17 10 EA

GR A 36 Tie Rod Connection Plate with 1 – 2 1/2" DRILLED hole

0031 12"X3"X5/8 1 APRIL 17 20 EA

GR A 36 Plate for Wale Separator

0032 3"x3"x1/2 1 MAY 17 20 EA

GR A 36 SSP Tension Bolt Plate with 1 - 15/16" DRILLED hole

0033 7"X14"X3/4 1 MAY 17 10 EA

GR A 36 Wale Tension Bolt Backing Plate with 2 – 15/16" DRILLED holes 0034 1 4.5"x7"x3 1 APRIL 17 2 EA

GR A 36 Wale Fill Connector Plates with 8 – 15/16" DRILLED holes ***See Figure 1.2 Steel Sheet Pile Reference Detail for Bolt Hole Locations. ALL HOLES IN PLATES MUST BE DRILLED. Any plates with holes that have been torched or formed in any other way besides drilling will not be accepted. MUST PROVIDE

MILL CERTIFICATIONS FOR EACH DIFFERENT TYPE OF PLATE ***

HARDWARE

0035 2-1/4" DIA ASTM A-615 1 MAY 17 10 EA

GR75 NUT & WASHER for Tie Rod

0036 7/8" DIA A325 BOLT W/ NUT & 2 WASHERS 1 APRIL 17 25 EA

Bolt Length: 5-1/2 in. for Wale Fill Plate

• Nuts must meet ASTM A563 and 1 flat washer must meet ASTM F436. 1 FLAT WASHER MUST BE PROVIDEDPER BOLT

• Along with 1 flat washer, 1 DIRECT LOAD INDICATOR WASHER must also be provided for each bolt. Direct Load Indicator washer must meet ASTM F959 FOR GIVEN BOLT SIZE AND GRADE.

0037 7/8" DIA A325 BOLT W/ NUT & 2 WASHERS 1 MAY 17 25 EA

Bolt Length: 16 in. for Tension Bolts. BOLTS MUST HAVE 6 in. of THREAD

• Nuts must meet ASTM A563 and 1 flat washer must meet ASTM F436. 1 FLAT WASHER MUST BE PROVIDED

PER BOLT

• Along with 1 flat washer, 1 DIRECT LOAD INDICATOR WASHER must also be provided for each bolt. Direct Load Indicator washer must meet ASTM F959 FOR GIVEN BOLT SIZE AND GRADE.

0038 3/4" DIA A325 BOLT W/ NUT & 2 WASHERS 1 MAY 17 25 EA

Length - for Cap Note: C-Channel Cap configuration may change depending on bid, bolt size may also change

• Nuts must meet ASTM A563 and 1 flat washer must meet ASTM F436. 1 FLAT WASHER MUST BE PROVIDED

PER BOLT

• Along with 1 flat washer, 1 DIRECT LOAD INDICATOR WASHER must also be provided for each bolt. Direct Load Indicator washer must meet ASTM F959 FOR GIVEN BOLT SIZE AND GRADE *** Note: All bolts must meet ASTM A325, Type 1. The bolt heads and the nuts of the supplied fasteners must be marked with the manufacturer's identification mark, the strength grade and type specified by ASTM specifications. All Nuts must meet ASTM A563. All Flat Washers must meet ASTM F 436. 1 Flat Washer must be provided per bolt. Along with 1 flat washer, 1 DIRECT LOAD INDICATOR WASHER must also be provided for each bolt. Direct Load Indicator washer must meet ASTM F959 FOR GIVEN BOLT SIZE AND GRADE. Bolts, nuts, and washers must be galvanized. MUST PROVIDE MILL CERTIFICATIONS FOR

EACH DIFFERENT TYPE OF BOLT. ***

LADDER

0039 1-1/2" Diameter GRAB BAR- Length: 1' 3-1/4 1 MAY 17 2 EA

• Dimensions should match ladders detail shown in Figure 1.2 Steel Sheet Pile Reference Detail

• Bar and pipe shall conform to ASTM A 36 M, and be carbon steel

• Wall Thickness = 0.281"

• Must Provide Mill Certification

• GRAB BAR shall be Schedule 160 Material 0040 1-1/2" Diameter LADDER RUNG- Length: 2' 4-

1/4"

1 MAY 17 12 EA

• Dimensions should match ladders detail shown in Figure 1.2 Steel Sheet Pile Reference Detail

• Bar and pipe shall conform to ASTM A 36 M, and be carbon steel

• Wall Thickness = 0.281"

• Must Provide Mill Certification

• LADDER RUNG shall be Schedule 160 Material

TOTAL COST OF OPTION ONE (1)

OPTION TWO (2)

& MATERIAL

NAME

DELIVERY

DATE

QTY UNIT UNIT

PRICE

TOTAL

STEEL SHEET PILE (SSP)

0041 Cold formed MSZ

Steel Sheet Pile

1 MAY 17 16 SHEET

• W = 28.38"

• H = 17.22"

• Thickness = 0.375"

• 55’ sheet length

• Must meet ASTM A572/A572M Grade 50 •Must be Cold Formed

• Required Elastic Section Modulus 40.14 in^3/ft min

• Required Yield Strength Fy = 50ksi

• Must provide Mill Certification

• Sheets must be delivered in connected pairs

• Epoxy Coating: Top 22’ of connected pair sheets must be coated with 20 mil minimum thickness epoxy coating. Only one side is required to be coated. Epoxy Coating must meet the requirements in Figure 1.3 Sheet Pile Epoxy Coating Specifications. Must provide epoxy manufacture’s certification that epoxy meets minimum 20 mil thickness and minimum 2000 psi ASTM D4541 adhesion test.

SHEET PILE CAP

0042 1 MAY 17 3 EA

• 30’ Long Steel Channel Sheet Pile Cap

• Must provide Mill Certification

• ASTM A36

• Yield Strength Fy = 36ksi

• Thickness = 3/8"

• Min clear opening greater than height dimension of cold formed Z-shaped sheet pile section

• Minimum Flange width = 4"

TIE ROD

0043 #18 Tie Rod 2-1/4"

DIA

1 MAY 17 10 EA

• 46’ Length

• ASTM A615/A615M, Grade 75

• Required 2.25" diameter

• Required Yield Strength Fy = 75ksi

• Must provide Mill Certification

• Entire length of Tie Rod must be Threaded 0044 Tie Rod Couplers 1 MAY 17 5 EA

• Must be provided to join Tie Rods together

• Must provide Mill Certification •Must be approved by manufacturer for use on selected Tie Rods

• Must meet or exceed specific grade and strength requirements of Tie Rods

WALE

0045 C12x30 Wale 1 APRIL 17 2 EA

• 40’ Wale Length

• Must provide Mill Certifications

• ASTM A572 Gr. 50

PLATES CONNECTIONS & SEPARATORS

0046 10"X10"X2 1 MAY 17 10 EA

GR A 36 Tie Rod Connection Plate with 1 – 2 1/2" DRILLED hole

0047 12"X3"X5/8 1 APRIL 17 20 EA

GR A 36 Plate for Wale Separator

0048 3"x3"x1/2 1 MAY 17 20 EA

GR A 36 SSP Tension Bolt Plate with 1 - 15/16" DRILLED hole

0049 7"X14"X3/4 1 MAY 17 10 EA

GR A 36 Wale Tension Bolt Backing Plate with 2 – 15/16" DRILLED holes 0050 1 4.5"x7"x3 1 APRIL 17 2 EA

GR A 36 Wale Fill Connector Plates with 8 – 15/16" DRILLED holes ***See Figure 1.2 Steel Sheet Pile Reference Detail for Bolt Hole Locations. ALL HOLES IN PLATES MUST BE DRILLED. Any plates with holes that have been torched or formed in any other way besides drilling will not be accepted. MUST PROVIDE

MILL CERTIFICATIONS FOR EACH DIFFERENT TYPE OF PLATE ***

HARDWARE

0051 2-1/4" DIA ASTM A-615 1 MAY 17 10 EA

GR75 NUT & WASHER for Tie Rod

0052 7/8" DIA A325 BOLT W/ NUT & 2 WASHERS 1 APRIL 17 25 EA

Bolt Length: 5-1/2 in. for Wale Fill Plate

• Nuts must meet ASTM A563 and 1 flat washer must meet ASTM F436. 1 FLAT WASHER MUST BE PROVIDEDPER BOLT

• Along with 1 flat washer, 1 DIRECT LOAD INDICATOR WASHER must also be provided for each bolt. Direct Load Indicator washer must meet ASTM F959 FOR GIVEN BOLT SIZE AND GRADE.

0053 7/8" DIA A325 BOLT W/ NUT & 2 WASHERS 1 MAY 17 25 EA

Bolt Length: 16 in. for Tension Bolts. BOLTS MUST HAVE 6 in. of THREAD

• Nuts must meet ASTM A563 and 1 flat washer must meet ASTM F436. 1 FLAT WASHER MUST BE PROVIDED

PER BOLT

• Along with 1 flat washer, 1 DIRECT LOAD INDICATOR WASHER must also be provided for each bolt. Direct Load Indicator washer must meet ASTM F959 FOR GIVEN BOLT SIZE AND GRADE.

0054 3/4" DIA A325 BOLT W/ NUT & 2 WASHERS 1 MAY 17 25 EA

Length - for Cap Note: C-Channel Cap configuration may change depending on bid, bolt size may also change

• Nuts must meet ASTM A563 and 1 flat washer must meet ASTM F436. 1 FLAT WASHER MUST BE PROVIDED

PER BOLT

• Along with 1 flat washer, 1 DIRECT LOAD INDICATOR WASHER must also be provided for each bolt. Direct Load Indicator washer must meet ASTM F959 FOR GIVEN BOLT SIZE AND GRADE *** Note: All bolts must meet ASTM A325, Type 1. The bolt heads and the nuts of the supplied fasteners must be marked with the manufacturer's identification mark, the strength grade and type specified by ASTM specifications. All Nuts must meet ASTM A563. All Flat Washers must meet ASTM F 436. 1 Flat Washer must be provided per bolt. Along with 1 flat washer, 1 DIRECT LOAD INDICATOR WASHER must also be provided for each bolt. Direct Load Indicator washer must meet ASTM F959 FOR GIVEN BOLT SIZE AND GRADE. Bolts, nuts, and washers must be galvanized. MUST PROVIDE MILL CERTIFICATIONS FOR

EACH DIFFERENT TYPE OF BOLT. ***

LADDER

0055 1-1/2" Diameter GRAB BAR- Length: 1' 3-1/4 1 MAY 17 2 EA

• Dimensions should match ladders detail shown in Figure 1.2 Steel Sheet Pile Reference Detail

• Bar and pipe shall conform to ASTM A 36 M, and be carbon steel

• Wall Thickness = 0.281"

• Must Provide Mill Certification

• GRAB BAR shall be Schedule 160 Material 0056 1-1/2" Diameter LADDER RUNG- Length: 2' 4-

1/4"

1 MAY 17 12 EA

• Dimensions should match ladders detail shown in Figure 1.2 Steel Sheet Pile Reference Detail

• Bar and pipe shall conform to ASTM A 36 M, and be carbon steel

• Wall Thickness = 0.281"

• Must Provide Mill Certification

• LADDER RUNG shall be Schedule 160 Material

TOTAL COST OF OPTION TWO (2)

OPTION THREE (3)

& MATERIAL

NAME

DELIVERY

DATE

QTY UNIT UNIT

PRICE

TOTAL

STEEL SHEET PILE (SSP)

0057 Cold formed MSZ

Steel Sheet Pile

1 MAY 17 34 SHEET

• W = 28.38"

• H = 17.22"

• Thickness = 0.375"

• 55’ sheet length

• Must meet ASTM A572/A572M Grade 50 •Must be Cold Formed

• Required Elastic Section Modulus 40.14 in^3/ft min

• Required Yield Strength Fy = 50ksi

• Must provide Mill Certification

• Sheets must be delivered in connected pairs

• Epoxy Coating: Top 22’ of connected pair sheets must be coated with 20 mil minimum thickness epoxy coating. Only one side is required to be coated. Epoxy Coating must meet the requirements in Figure 1.3 Sheet Pile Epoxy Coating Specifications. Must provide epoxy manufacture’s certification that epoxy meets minimum 20 mil thickness and minimum 2000 psi ASTM D4541 adhesion test.

SHEET PILE CAP

0058 1 MAY 17 3 EA

• 30’ Long Steel Channel Sheet Pile Cap

• Must provide Mill Certification

• ASTM A36

• Yield Strength Fy = 36ksi

• Thickness = 3/8"

• Min clear opening greater than height dimension of cold formed Z-shaped sheet pile section

• Minimum Flange width = 4"

TIE ROD

0059 #18 Tie Rod 2-1/4"

DIA

1 MAY 17 18 EA

• 46’ Length

• ASTM A615/A615M, Grade 75

• Required 2.25" diameter

• Required Yield Strength Fy = 75ksi

• Must provide Mill Certification

• Entire length of Tie Rod must be Threaded 0060 Tie Rod Couplers 1 MAY 17 9 EA

• Must be provided to join Tie Rods together

• Must provide Mill Certification •Must be approved by manufacturer for use on selected Tie Rods

• Must meet or exceed specific grade and strength requirements of Tie Rods

WALE

0061 C12x30 Wale 1 APRIL 17 6 EA

• 40’ Wale Length

• Must provide Mill Certifications

• ASTM A572 Gr. 50

PLATES CONNECTIONS & SEPARATORS

0062 10"X10"X2 1 MAY 17 18 EA

GR A 36 Tie Rod Connection Plate with 1 – 2 1/2" DRILLED hole

0063 12"X3"X5/8 1 APRIL 17 50 EA

GR A 36 Plate for Wale Separator

0064 3"x3"x1/2 1 MAY 17 50 EA

GR A 36 SSP Tension Bolt Plate with 1 - 15/16" DRILLED hole

0065 7"X14"X3/4 1 MAY 17 25 EA

GR A 36 Wale Tension Bolt Backing Plate with 2 – 15/16" DRILLED holes 0066 1 4.5"x7"x3 1 APRIL 17 4 EA

GR A 36 Wale Fill Connector Plates with 8 – 15/16" DRILLED holes ***See Figure 1.2 Steel Sheet Pile Reference Detail for Bolt Hole Locations. ALL HOLES IN PLATES MUST BE DRILLED. Any plates with holes that have been torched or formed in any other way besides drilling will not be accepted. MUST PROVIDE

MILL CERTIFICATIONS FOR EACH DIFFERENT TYPE OF PLATE ***

HARDWARE

0067 2-1/4" DIA ASTM A-615 1 MAY 17 18 EA

GR75 NUT & WASHER for Tie Rod

0068 7/8" DIA A325 BOLT W/ NUT & 2 WASHERS 1 APRIL 17 45 EA

Bolt Length: 5-1/2 in. for Wale Fill Plate

• Nuts must meet ASTM A563 and 1 flat washer must meet ASTM F436. 1 FLAT WASHER MUST BE PROVIDEDPER BOLT

• Along with 1 flat washer, 1 DIRECT LOAD INDICATOR WASHER must also be provided for each bolt. Direct Load Indicator washer must meet ASTM F959 FOR GIVEN BOLT SIZE AND GRADE.

0069 7/8" DIA A325 BOLT W/ NUT & 2 WASHERS 1 MAY 17 50 EA

Bolt Length: 16 in. for Tension Bolts. BOLTS MUST HAVE 6 in. of THREAD

• Nuts must meet ASTM A563 and 1 flat washer must meet ASTM F436. 1 FLAT WASHER MUST BE PROVIDED

PER BOLT

• Along with 1 flat washer, 1 DIRECT LOAD INDICATOR WASHER must also be provided for each bolt. Direct Load Indicator washer must meet ASTM F959 FOR GIVEN BOLT SIZE AND GRADE.

0070 3/4" DIA A325 BOLT W/ NUT & 2 WASHERS 1 MAY 17 50 EA

Length - for Cap Note: C-Channel Cap configuration may change depending on bid, bolt size may also change

• Nuts must meet ASTM A563 and 1 flat washer must meet ASTM F436. 1 FLAT WASHER MUST BE PROVIDED

PER BOLT

• Along with 1 flat washer, 1 DIRECT LOAD INDICATOR WASHER must also be provided for each bolt. Direct Load Indicator washer must meet ASTM F959 FOR GIVEN BOLT SIZE AND GRADE *** Note: All bolts must meet ASTM A325, Type 1. The bolt heads and the nuts of the supplied fasteners must be marked with the manufacturer's identification mark, the strength grade and type specified by ASTM specifications. All Nuts must meet ASTM A563. All Flat Washers must meet ASTM F 436. 1 Flat Washer must be provided per bolt. Along with 1 flat washer, 1 DIRECT LOAD INDICATOR WASHER must also be provided for each bolt. Direct Load Indicator washer must meet ASTM F959 FOR GIVEN BOLT SIZE AND GRADE. Bolts, nuts, and washers must be galvanized. MUST PROVIDE MILL CERTIFICATIONS FOR

EACH DIFFERENT TYPE OF BOLT. ***

LADDER

0071 1-1/2" Diameter GRAB BAR- Length: 1' 3-1/4 1 MAY 17 2 EA

• Dimensions should match ladders detail shown in Figure 1.2 Steel Sheet Pile Reference Detail

• Bar and pipe shall conform to ASTM A 36 M, and be carbon steel

• Wall Thickness = 0.281"

• Must Provide Mill Certification

• GRAB BAR shall be Schedule 160 Material 0072 1-1/2" Diameter LADDER RUNG- Length: 2' 4-

1/4"

1 MAY 17 12 EA

• Dimensions should match ladders detail shown in Figure 1.2 Steel Sheet Pile Reference Detail

• Bar and pipe shall conform to ASTM A 36 M, and be carbon steel

• Wall Thickness = 0.281"

• Must Provide Mill Certification

• LADDER RUNG shall be Schedule 160 Material

TOTAL COST OF OPTION THREE (3)

TOTAL OF ALL OPTIONS

TOTAL PRICE INCLUDING BASE & OPTIONS

(End of Summary of Changes)