A.07.23_Solicitation_W9127N18B0002_Amendment_0004.pdf

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

1.The purpose of this amendment is to change the bid due date and to make the follow ing changes;

Sheet S-501: Note changed from "3" to "2" and Sheet SD102: Note changed from "transverse" to "longitudinal" Attachment A1, Submittal Register has been replaced in its entirety; Division 01 General Requirements Section 01 10 10.00 25, paragraph

1.5.1 has been updated; Section 01 22 00.00 25, paragraph 1.4.5 has been updated; Division 05 Metals, Section 05 21 00.00 25 paragraph

2.1.2 has been updated, Section 05 21 00.00 25 paragraph 3.1 has been updated, Section 05 21 00.00 25, paragraph 3.2 has been deleted;

Division 09 Finishes, Section 09 97 13.26 25, paragraph 2.1 has been updated, Division 31 Earthw ork, Section 31 62 17.00 25, paragraph

1.2 has been updated, Section 31 62 17.00 25, paragraph 2.1 has been updated; Division 35 – Waterw ay and Marine Construction Section 35 59 13.16 25 has been added

1. CONTRACT ID CODE PAGE OF PAGES

J 1 3

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

16C. DATE SIGNED

BY 27-Dec-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 W9127N18B0002

X 9B. DATED (SEE ITEM 11)

01-Dec-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

27-Dec-2017

CODE

USACE PORTLAND DISTRICT

333 SW 1ST AVE

PORTLAND OR 97204-3440

W9127N 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W9127N18B0002

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION 00 10 00 - SOLICITATION

The required response date/time has changed from 02-Jan-2018 02:00 PM to 03-Jan-2018 02:00 PM.

CLIN 0005

The CLIN extended description has changed from:

Small Vessel Foating Dock and Handrail Beam Coating (optional), Please see the Statement of Work

To:

Small Vessel Foating Dock (optional), Please see the Statement of Work

The following have been added by full text:

TOTAL PROPOSED PRICE

TOTAL PROPOSED PRICE FOR ALL LINE ITEMS $___________________

SECTION 00 21 00 - INSTRUCTIONS

The following have been added by full text:

PROPOSAL INSTRUCTIONS

Price Proposal Submission Requirements

The IFB shall be submitted to Derek Caputi in accordance with Block 13A of the SF 1442 to the following address shown below. The Contractor shall provide pricing and complete all line items within the Standard Form 1442 (SF 1442).

Department of the Army Corps of Engineers – Portland District Attn: CECT-NWP-C, Derek Caputi Subject: Solicitation No. W9127N178B0002, Coos Bay Dock Repair Follow On 333 SW First Avenue Portland, Oregon 97204-3440

Your Bid must be prepared in accordance with below paragraphs and must include:

W9127N18B0002

1. SF1442, Solicitation, Offer, and Award.

The SF1442 shall be filled out completely by the offeror and signed by an official that is authorized to bind the company. The offeror shall also acknowledge all amendments to the solicitation in accordance with the instructions on the Standard Form 30 or Block 19 of SF1442.

2. Section 00 10 00, Solicitation.

The offeror shall fully complete the Proposal Price / Bid Schedule contained within this section.

3. Section 00 45 00 – Representations and Certifications.

The offeror shall complete all representations and certifications in Section 00 45 00. The offeror shall also ensure registration is current to include a completed/updated Annual Representations and Certifications within the System for Award Management (SAM) website, www.sam.gov.

4. Section 00 72 00 – FAR 52.228-1 Bid Guarantee:

The amount of the bid guarantee shall be 20% percent of the bid price or $3,000,000, whichever is less.

5. Banking and Bonding point of contacts.

The Government is required to determine Contractor’s responsibility; the offeror shall provide contact information (Company name, point of contact, address, email, and phone number) for the offeror’s bank and bonding institutions.

SECTION 00 73 00 - SUPPLEMENTARY CONDITIONS

The following have been modified:

52.211-10 COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK (APR 1984)

The Contractor shall be required to (a) commence work under this contract within ten (10) calendar days after the date the Contractor receives the notice to proceed, (b)prosecute the work diligently, and (c) complete the entire work ready for use not later than the dates below.

FINAL CONSTRUCTION PHYSICAL COMPLETION DATE FOR PILE REPLACEMENT (CLIN’s 0002, 0003, 0004) is 09 March 2018.

FINAL CONSTRUCTION PHYSICAL COMPLETION DATE FOR FLOATING DOCK and CROSSBRACING REPLACEMENT (CLIN 0005 and 0006) is 30 April 2018

CONTRACT END DATE is 90 days after the FINAL CONSTRUCTION PHYSICAL COMPLETION DATE.

(End of clause)

(End of Summary of Changes)

Coos Bay Dock Repair Follow-On

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 10 00.00 25 CONTRACT ADMINISTRATION DATA

01 10 10.00 25 CONTRACTOR'S OPERATIONS AND REQUIREMENTS

01 11 00.00 25 SUMMARY OF WORK

01 22 00.00 25 MEASUREMENT AND PAYMENT

01 33 00 SUBMITTAL PROCEDURES

01 35 26.00 25 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00.00 25 QUALITY CONTROL

01 45 00.15 25 RESIDENT MANAGEMENT SYSTEM CONTRACTOR MODE (RMS CM)

01 57 19.00 25 TEMPORARY ENVIRONMENTAL CONTROLS

01 78 39.00 25 PROJECT RECORD DOCUMENTS

DIVISION 05 - METALS

05 05 23.00 25 WELDING - STRUCTURAL STEEL

05 21 00.00 25 STRUCTURAL STEEL AND MISCELLANEOUS METAL

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

06 13 33.00 25 PIER TIMBERWORK

DIVISION 09 - FINISHES

09 97 13.26 25 COATING OF STEEL WATERFRONT STRUCTURES

DIVISION 31 - EARTHWORK

31 62 17.00 25 STEEL PIPE PILES (PERMANENT)

DIVISION 35 - WATERWAY AND MARINE CONSTRUCTION

35 51 13.00 25 CONCRETE FLOATING PIER FOR SMALL CRAFT

35 59 13.16 25 MARINE FENDERS

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 1

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 10 10.00 25

CONTRACTOR'S OPERATIONS AND REQUIREMENTS

PART 1 GENERAL

1.1 DESCRIPTION OF WORK

1.2 REFERENCES

1.3 SUBMITTALS

1.4 SCHEDULE FOR CONSTRUCTION

1.5 IN-WATER WORK

1.5.1 In-Water Work (IWW) Periods

1.5.2 In-Water Work Activities

1.6 INCLEMENT WEATHER CONSTRUCTION

1.7 WORK BY THE GOVERNMENT CONCURRENT WITH CONTRACTOR WORK

1.8 CONTRACTOR EMPLOYEES

1.9 GOVERNMENT PROJECT ENGINEER'S OFFICE

1.10 SECURITY PROCEDURES

1.10.1 Project Security

1.10.2 Contractor's General Personnel

1.10.3 Verification of Employment Eligibility

1.10.4 Identification of Employees

1.10.5 Non-US Citizens

1.10.6 Safeguarding of Information

1.11 SECURITY TRAINING

1.12 CONSTRUCTION PROJECT IDENTIFICATION SIGN

1.13 UTILITIES

1.13.1 Sanitary Facilities

1.13.2 Telephone

1.14 CONTRACTOR'S EQUIPMENT

1.14.1 Contractor's Planned Equipment Methods

1.14.2 Plant and Equipment List

1.14.3 Movement of Equipment by the Contractor

1.15 CONTRACTOR USE OF GOVERNMENT CRANES

1.16 DAMAGED EQUIPMENT OR ABNORMAL CONDITIONS

1.17 DAILY CLEANUP AND DISPOSAL

1.18 PROTECTION OF MATERIAL AND WORK

1.19 PROTECTION OF EXISTING UTILITIES

1.20 RESTORATION OF PROJECT ROADS

PART 2 PRODUCTS - NOT USED

PART 3 EXECUTION - NOT USED

-- End of Section Table of Contents --

SECTION 01 10 10.00 25 Page 1

PROSECUTION, AND COMPLETION OF WORK. Other Contractor's work must also be coordinated in accordance with Contract Clause 52.236-8, OTHER CONTRACTS.

1.5 IN-WATER WORK

1.5.1 In-Water Work (IWW) Periods

The Government has established interim construction completion date, described as "in-water work periods," coinciding with the annual cycles of fish migration and related allowed maintenance periods. In general, this is a work period that allows for work in the water, on the water, and adjacent to the water where the work might affect fish passage (usually a 50-foot rule from the work site to the water). IWW activities covered by this contract are the doplhin replacements, CLINs 0002, 0003, and 0004.

The IWW period established for this Contract is: October 1, 2017 through March 9, 2018.

1.5.2 In-Water Work Activities

For purposes of this Contract, work items that must be restricted to the IWW period, along with further work restrictions, are described below:

a. All work involving barges or other floating plant.

b. All work in an active streambed.

1.6 INCLEMENT WEATHER CONSTRUCTION

The Contractor's schedule must reflect adverse weather days in all weather dependent activities as defined in Contract Clause 52.236-4, PHYSICAL DATA. Protect work areas from inclement weather, wind damage, and precipitation so that no delay in the prosecution of critical work items, or damage to USACE property occurs. No time extensions will be authorized for materials, work in place, or equipment damaged due to negligence during periods of inclement weather.

1.7 WORK BY THE GOVERNMENT CONCURRENT WITH CONTRACTOR WORK

The Government will limit interference with the Contractor's work to the maximum reasonable extent and the Government and Contractor shall coordinate as necessary.

1.8 CONTRACTOR EMPLOYEES

Ensure that all employees are capable of demonstrating adequate knowledge of tools, supplies, equipment, and techniques necessary to competently perform the work. All personnel employed by the Contractor must be fully qualified in their respective fields to render the services necessary. The Government may require the Contractor to discontinue using any employee in the performance of the work specified in this Contract determined by the Government to be unsatisfactory. Contractor employees will not be permitted to bring guests, family members, or non-employees to the job site at any time.

1.9 GOVERNMENT PROJECT ENGINEER'S OFFICE

Provide the Government Project Engineer with a temporary office, approximately 200 square feet in floor area; locate where directed and provide space heat, cooling, electric light, and power. Provide a mail

SECTION 01 10 10.00 25 Page 3

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 22 00.00 25

MEASUREMENT AND PAYMENT

PART 1 GENERAL

1.1 GENERAL INFORMATION

1.2 UNIT PRICE PAYMENT ITEMS

1.3 JOB PAYMENT ITEMS

1.4 MEASUREMENT AND PAYMENT

1.4.1 Mobilization and Demobilization, CLIN 0001

1.4.2 9-Pile Dolphin Replacement, CLIN 0002

1.4.3 19-Pile Dolphin Replacement, CLIN 0003

1.4.4 19-Pile Dolphin Replacement and Attached Gangway Replacement, CLIN 0004

1.4.5 Small Vessel Floating Dock (optional), CLIN 0005

1.4.6 Cross Bracing Replacement (optional), CLIN 0006

PART 2 PRODUCTS - NOT USED

PART 3 EXECUTION - NOT USED

SECTION 01 22 00.00 25 Page 1 personnel to and from the job site. This Contract Line Item Number (CLIN) applies to the Prime Contractor and all subcontractor mobilization and demobilization.

b. Payment: Payment will be made as stated in Contract Clause 252.236-7004, PAYMENT FOR MOBILIZATION AND DEMOBILIZATION (Dec 1991).

Submit a schedule of mobilization and demobilization costs prior to submitting the first request for payment.

1.4.2 9-Pile Dolphin Replacement, CLIN 0002

a. Measurement: Measurement will be made as a job for all costs associated with the removal and replacement of a 9-pile dolphin.

b. Payment: Payment will be made at the Contract amount under CLIN 0002.

1.4.3 19-Pile Dolphin Replacement, CLIN 0003

a. Measurement: Measurement will be made as a job for providing all labor, equipment, materials, parts, and incidentals for the removal and replacement of a 19-pile dolphin.

b. Payment: Payment will be made at the Contract amount under CLIN 0003.

1.4.4 19-Pile Dolphin Replacement and Attached Gangway Replacement, CLIN

a. Measurement: Measurement will be made as a job for providing all labor, equipment, materials, parts, and incidentals for the removal and replacement of a 19-pile dolphin and attached gangway.

b. Payment: Payment will be made at the Contract amount under CLIN 0004.

OPTIONAL ITEMS

1.4.5 Small Vessel Floating Dock (optional), CLIN 0005

a. Measurement: When so directed by the CO, measurement will be made as a job for providing all labor, equipment, materials, parts, and incidentals for the removal and replacement of a small floating dock.

b. Payment: Payment will be made at the Contract amount under CLIN 0005.

1.4.6 Cross Bracing Replacement (optional), CLIN 0006

a. Measurement: When so directed by the CO, measurement will be made as a job for providing all labor, equipment, materials, parts, and incidentals for the removal and replacement of cross bracing.

b. Payment: Payment will be made at the Contract amount under CLIN 0006.

SECTION 01 22 00.00 25 Page 3

DIVISION 05 - METALS

SECTION 05 21 00.00 25

STRUCTURAL STEEL AND MISCELLANEOUS METAL

PART 1 GENERAL

1.1 GENERAL INFORMATION

1.2 REFERENCES

PART 2 PRODUCTS

2.1 STRUCTURAL STEEL BARS, PLATES, AND SHAPES

2.1.1 General

2.1.2 Steel Tubing

2.2 THREADED BOLTS, NUTS, STUDS, ANCHORS, AND WASHERS

2.2.1 General

2.2.2 Dimensional Style Nuts

2.2.3 Carbon Steel Washers

2.3 STEEL PIPE HANDRAILS

2.3.1 General

2.3.2 Fabrication

2.3.3 Finish

2.4 WELDING ELECTRODES

2.4.1 Steel

2.4.2 Alloy Steel

2.5 ZINC COATING

2.6 GALVANIZED ITEMS

PART 3 EXECUTION

3.1 MISCELLANEOUS STEEL AND METAL WORK

3.2 DELETED

SECTION 05 21 00.00 25 Page 1

Welded and Seamless

ASTM A563 (2015) Standard Specification for Carbon and Alloy Steel Nuts

ASTM A689 (1997) Carbon and Steel Bars for Springs

ASTM F593 (2013a; E 2016) Standard Specification for Stainless Steel Bolts, Hex Cap Screws, and Studs

ASTM F594 (2009; E 2015) Standard Specification for Stainless Steel Nuts

ASTM F844 (2007a; R 2013) Washers, Steel, Plain (Flat), Unhardened for General Use

AMERICAN WELDING SOCIETY (AWS)

AWS A5.1/A5.1M (2012) Specification for Carbon Steel Electrodes for Shielded Metal Arc Welding

PART 2 PRODUCTS

2.1 STRUCTURAL STEEL BARS, PLATES, AND SHAPES

2.1.1 General

Steel bars, plates, and shapes for all items must conform to ASTM A36/A36M unless otherwise specified.

2.1.2 Steel Tubing

Structural tubing must conform to ASTM A500/A500M, Grade B, minimum yield strength 46 ksi.

2.2 THREADED BOLTS, NUTS, STUDS, ANCHORS, AND WASHERS

2.2.1 General

Unless otherwise indicated, carbon steel threaded bolts and studs must be galvanized and must conform to the requirements of ASTM A307, Grade A.

Stainless steel threaded bolts must conform to the requirements of

ASTM F593.

2.2.2 Dimensional Style Nuts

Carbon steel nuts must be galvanized and must conform to the requirements of ASTM A563, Grade A unless otherwise indicated. Stainless steel nuts mustconform to the requirements of ASTM F594. All nuts must be hex style and all nut threads must be compatible with the corresponding bolts to which they are attached.

2.2.3 Carbon Steel Washers

Spring-type lock steel washers must be made of spring steel conforming to ASTM A689 standards. Plain carbon steel flat washers must conform to ASTM F844 standards. Tooth-type lock washers must be made of carbon steel conforming to ANSI/ASME B18.21.1 standards. All carbon steel washers must

SECTION 05 21 00.00 25 Page 3

PART 3 EXECUTION

3.1 MISCELLANEOUS STEEL AND METAL WORK

All items of miscellaneous steel and metalwork must be provided as follows for all sizes:

Dolphin Gussets, Bollards and all associated items (excluding Pipe Piles and Fins).

3.2 DELETED

-- End of Section --

SECTION 05 21 00.00 25 Page 5

DIVISION 09 - FINISHES

SECTION 09 97 13.26 25

COATING OF STEEL WATERFRONT STRUCTURES

PART 1 GENERAL

1.1 REFERENCES

1.2 DEFINITIONS

1.3 SUBMITTALS

1.4 QUALITY ASSURANCE

1.4.1 Coating Work Plan

1.4.2 Design Data

1.4.2.1 Containment System

1.4.3 Qualifications

1.4.3.1 Qualifications of Coating Contractors or Shop

1.4.3.2 Coating Materials

1.5 PRODUCT DATA

1.5.1 Coating System Instructions

1.6 DELIVERY AND STORAGE

1.7 COATING HAZARDS

PART 2 PRODUCTS

2.1 COATING SYSTEM

2.1.1 Coating

2.1.1.1 Epoxy-Polyamide

PART 3 EXECUTION

3.1 SURFACES TO BE COATED

3.2 ENVIRONMENTAL CONDITIONS

3.2.1 Containment

3.3 CLEANING AND PREPARATION OF SURFACES

3.3.1 Solvent Cleaning

3.3.2 Blast Cleaning

3.4 PROPORTIONING AND MIXING OF COATING SYSTEM

3.4.1 Proportioning of Epoxy-Polyamide System

3.4.2 Mixing of Epoxy-Polyamide System

3.5 COATING APPLICATION

3.5.1 General

3.5.1.1 Application Method for Epoxy-Polyamide System

3.5.2 Repair of Defects

3.5.3 Three-Coat Epoxy-Polyamide System

3.5.4 Dry Film Thickness

3.6 SURFACES TO BE COATED

3.6.1 Steel Waterfront Construction

3.7 FIELD TESTS

3.7.1 Holiday Testing

3.7.2 Dry Film Thickness

SECTION 09 97 13.26 25 Page 1

1.6 DELIVERY AND STORAGE

a. Ship, store, and handle materials in accordance with SSPC PA 1, and as modified in this Section. Maintain temperature in storage spaces between 40 and 100 degrees F, and air temperature more than 5 degrees F above the dew-point at all times. Inspect materials for damage prior to use and return non-compliant materials to manufacturer. Remove materials with expired shelf life from government property immediately and notify the Contracting Officer.

b. If materials are approaching shelf life expiration and an extension is desired, samples may be sent to the manufacturer, along with complete records of storage conditions, with a request for shelf life extension. If the manufacturer finds the samples and storage data suitable for shelf life extension, the manufacturer may issue an extension, referencing the product evaluation and the review of storage records. Products may not be extended longer than allowed in the product specification.

1.7 COATING HAZARDS

Ensure that employees are trained in all aspects of the safety plan.

Specified coatings may have potential health hazards if ingested or improperly handled. The coating manufacturer's written safety precautions must be followed throughout mixing, application, and curing of the coatings. During all cleaning, cleanup, surface preparation, and paint application phases, ensure that employees are protected from toxic and hazardous chemical agents which exceed concentrations in 29 CFR 1910.1000.

Comply with respiratory protection requirements in 29 CFR 1910.134. The CIH must approve work procedures and personal protective equipment.

PART 2 PRODUCTS

2.1 COATING SYSTEM

a. All materials must be supplied by one supplier. The entire system is intended to be applied in the field for in-situ maintenance. Upon completion of installation in the field all damaged surfaces must be inspected and repaired. Remove all damaged surfaces by means of the specified surface preparation followed by re-application of the system. The final surface of any repairs must meet all requirements of the specifications and the manufacturer. Alternate coating systems that meet or exceed the specified coating system will be considered for approval.

b. The specification material in this Section require approval prior to application. Testing of products by an Independent laboratory to the QUALIFICATION INSPECTION REQUIREMENTS of Table II prior to application or must be listed as an approved material herein. See specific submittal requirements in paragraph QUALITY ASSURANCE.

2.1.1 Coating

Provide catalyst component for coating specific for resin component. Use thinners which are compatible with the coating

2.1.1.1 Epoxy-Polyamide

a. System: SSPC PS 11.01

SECTION 09 97 13.26 25 Page 6

DIVISION 31 - EARTHWORK

SECTION 31 62 17.00 25

STEEL PIPE PILES (PERMANENT)

PART 1 GENERAL

1.1 SCOPE

1.2 REFERENCES

1.3 SUBMITTALS

1.4 QUALITY CONTROL

1.5 SHOP DRAWINGS

1.6 EQUIPMENT DESCRIPTIONS

1.7 DELIVERY, STORAGE, AND HANDLING

1.8 REPORTING

PART 2 PRODUCTS

2.1 GENERAL

2.1.1 Welding Plan

2.1.2 Welder Qualifications, Procedure Qualification Records (PQR)

2.1.3 Welding Procedure Specifications (WPS)

2.1.4 Weld Inspector Qualifications

2.1.5 Spiral Welded Pipe Piles

2.2 CHEMICAL COMPOSITION

2.3 DIMENSION TOLERANCES

2.4 WELD MATERIAL

2.5 SHOP TESTING

2.6 REPAIRS

2.7 PILE ACCESSORIES

2.7.1 Conical Pile Caps

2.7.2 Conical Points

PART 3 EXECUTION

3.1 PILE REMOVAL

3.2 INSTALLATION

3.2.1 Pile Driving Equipment

3.2.1.1 Pile Driving Leads or Templates

3.2.1.2 Cap Blocks

3.2.1.3 Pile Extractors

3.2.2 Placement

3.2.3 Lengths of Permanent Piles

3.2.4 Driving Records

3.2.5 Penetration Criteria

3.2.6 Driving

3.2.7 Heaved Piles

3.2.8 Pulled Piles

3.2.9 Jetting

3.2.10 Preboring

3.2.11 Void Backfill

3.2.12 Cutting of Piles

3.2.13 Splicing

SECTION 31 62 17.00 25 Page 1

SECTION 31 62 17.00 25

STEEL PIPE PILES (PERMANENT)

PART 1 GENERAL

1.1 SCOPE

Provide all labor and materials necessary for the purchasing, delivering, unloading, storing and driving of the pipe piling as specified herein.

Piles supplied full length or in lengths approved by the Designer of Record provided splices are approved in accordance with paragraph "Splicing" herein.

1.2 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.

AMERICAN WELDING SOCIETY (AWS)

AWS D1.1/D1.1M (2015; Errata 1 2015; Errata 2 2016) Structural Welding Code - Steel

ASTM INTERNATIONAL (ASTM)

ASTM A 572/A 572M (2012) High-Strength Low-Alloy Columbium- Vanadium Structural Steel

1.3 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. The following must be submitted in accordance with Section 01 33 00, SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Equipment Descriptions; G

Delivery, Storage, and Handling; G

Handling Methods; G

Plans for the proposed methods of delivery, storage, and handling of piles must comply with the requirements of paragraph "Delivery and Storage" and "Handling" and must be submitted for review and approval prior to delivery of piles to the job site.

This includes any timber piles to be removed.

Placement; G

Show the proposed methods for controlling location and alignment of piles in placement plans as specified in paragraph

SECTION 31 62 17.00 25 Page 3

1.8 REPORTING

Provide the original and two copies of these records and tests, including the records of corrective action taken, to the Government daily. Format of the reports is prescribed in Section 01 45 00.00 25 paragraph QUALITY

CONTROL.

PART 2 PRODUCTS

2.1 GENERAL

Seamless or spirally welded pipe are acceptable.

2.1.1 Welding Plan

Submit Welding Plan per AWS QC1 and section 05 05 23.00 25, WELDING - STRUCTURAL STEEL paragraph Welding of Structural Steel.

2.1.2 Welder Qualifications, Procedure Qualification Records (PQR)

Submit Welder Qualifications, Procedure Qualification Records (PQR)per section 05 05 23.00 25, WELDING - STRUCTURAL STEEL paragraph Welder, Welding Operator, and Tacker Qualification.

2.1.3 Welding Procedure Specifications (WPS)

Submit Welding Procedure Specifications per section 05 05 23.00 25, WELDING

- STRUCTURAL STEEL paragraph Welding Procedure Specifications. Submit Welder qualifications and a WPS with supporting PQR on any welding process utilized in the manufacturing of the pipe pile and the field splice when used. Submit welder qualifications, PQR and WPS in accordance with the requirements of AWS D1.1/D1.1M Clause 4.0. Design Engineer must approve these submittals before fabrication is commenced.

2.1.4 Weld Inspector Qualifications

Submit Weld Inspector Qualifications per section 05 05 23.00 25, WELDING - STRUCTURAL STEEL paragraph Qualifications of Weld Inspectors.

2.1.5 Spiral Welded Pipe Piles

a. Spiral welded pipe piles must conform to ASTM A 252 Grade 3 (Modified), 50 ksi yield. ASTM A 572/A 572M Grade 50 steel is acceptable as a substitute base material.

b. Spiral welded pipe piles must be marked with the following information; name and location of the piling producer, contract number, heat number, welding process, outside diameter, nominal wall thickness, length and the year that the piling was produced. This requirement may be waived by the Resident Engineer if the pile coating has already been applied and the information is otherwise verifiable.

c. The helical welding process requires a WPS and an accompanying PQR as well as qualifications for the welders/welding operators. Submit a WPS and PQR for the Skelp weld splice. Any butt (horizontal) splice produced in the shop must also have a separate PQR and WPS. Welds are tested in accordance with AWS D1.1/D1.1M Clause 6 except that the test extends 1 inch beyond the limits of the heat affected zone (HAZ).

Testing done in accordance with AWS D1.1/D1.1M must comply with the

SECTION 31 62 17.00 25 Page 6 criteria for Statically Loaded Nontubular Connections. Include CVN tests of the weld HAZ in the PQR.

2.2 CHEMICAL COMPOSITION

The steel can have a maximum phosphorous content of 0.05 percent.

2.3 DIMENSION TOLERANCES

a. Out-of-Roundness: The out-of-roundness tolerance is within 1 percent of the nominal outside diameter.

b. Straightness : The straightness, in units of feet, is equal to or less than 0.002 times the length of the pile. The length of the pile must be measured in inches. See Appendix A for additional clarification (Attachment A6).

c. Radial Offset: A maximum radial offset of 1/8 inch is permitted.

The offset transition with a taper weld at the slope not less than 1 times the thickness on 2.5 times the length. See Appendix B for additional clarification (Attachment A6).

d. Weld Reinforcement (Bead Height): The weld reinforcement (bead height) must not be greater than 1/8 inch per AWS D1.1/D1.1M.

e. Misalignment of Weld Beads : Misalignment of the weld beads must not exceed 1/8 inch. This applies only to double-sided welded pipe.

f. Wall Thickness: The wall thickness tolerance is 12.5 percent less than the nominal thickness specified on the contract drawings.

Indicate a minimum wall thickness of 0.656 inches for a 3/4 inch nominal thickness and 0.328 inches for a 3/8 inch nominal thickness.

g. Outside Diameter : The tolerance for the outside diameter must be within 0.5 percent of the nominal size.

2.4 WELD MATERIAL

Weld material must conform to the requirements in the AWS Filler Metal Specification for carbon steel using the SAW process (A5.17).

2.5 SHOP TESTING

Nondestructive examination must be performed on all spiral welded pipe piles in accordance with AWS D1.1/D1.1M Clause 6.

a. Testing Agency: The nondestructive examination of welds and the evaluation of examination tests as to the acceptability of the welds must be performed by a testing agency adequately equipped and competent to perform such services or by the Contractor using suitable equipment and qualified personnel. The laboratory and all personnel performing nondestructive testing must be qualified in accordance with ASNT CP-189. In either case written approval of the examination procedures is required. The evaluation of examination tests shall be subjected to the acceptance, and all records become property of the Government.

b. Examination Procedures: Nondestructive testing must comply with AWS D1.1/D1.1M Clause 6, criteria for Statically Loaded Nontubular Connections. Specifically, visual inspection is required for 100% of

SECTION 31 62 17.00 25 Page 7

DIVISION 35 - WATERWAY AND MARINE CONSTRUCTION

SECTION 35 59 13.16 25

MARINE FENDERS

PART 1 GENERAL

1.1 REFERENCES

1.2 SYSTEM DESCRIPTION

1.2.1 Molded Fenders

1.3 SUBMITTALS

1.4 DELIVERY, HANDLING AND STORAGE

1.4.1 Rejection

1.4.2 Fender Marking

1.4.3 Fender Instructions and Manual

1.4.4 Handling Coated Material

1.5 QUALITY ASSURANCE

1.5.1 Molded Fenders

1.5.2 Elastomer Skin

1.5.3 Steel Fabrication

1.5.4 Welding

PART 2 PRODUCTS

2.1 MOLDED FENDERS

2.1.1 Configuration

2.1.1.1 Molded Fender

2.1.2 Elastomer

2.1.3 Performance Requirements

2.1.4 Break-In Deflection

2.1.5 Stainless Steel Hardware

2.1.5.1 Plates and Angles

2.1.5.2 Bolts, Nuts, and Washers

2.1.5.3 Antiseize Compound

2.1.6 Galvanized Steel Hardware

2.1.6.1 Plates

2.1.6.2 Bolts, Nuts and Washers

2.1.7 Panels

2.1.7.1 Facing

PART 3 EXECUTION

3.1 MOLDED FENDERS

3.2 WELDING

3.3 CONNECTIONS

3.3.1 Antiseize Compound

SECTION 35 59 13.16 25 Page 1

ADDED BY AMENDMENT

AMD# 0004

SECTION 35 59 13.16 25

MARINE FENDERS

PART 1 GENERAL

1.1 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.

AMERICAN WELDING SOCIETY (AWS)

AWS D1.1/D1.1M (2015; Errata 1 2015; Errata 2 2016) Structural Welding Code - Steel

ASTM INTERNATIONAL (ASTM)

ASTM A123/A123M (2015) Standard Specification for Zinc (Hot-Dip Galvanized) Coatings on Iron and Steel Products

ASTM A153/A153M (2016) Standard Specification for Zinc Coating (Hot-Dip) on Iron and Steel Hardware

ASTM A307 (2014; E 2017) Standard Specification for Carbon Steel Bolts, Studs, and Threaded Rod 60 000 PSI Tensile Strength

ASTM A36/A36M (2014) Standard Specification for Carbon Structural Steel

ASTM A479/A479M (2017) Standard Specification for Stainless Steel Bars and Shapes for Use in Boilers and Other Pressure Vessels

ASTM A563 (2015) Standard Specification for Carbon and Alloy Steel Nuts

ASTM B695 (2004; R 2016) Standard Specification for Coatings of Zinc Mechanically Deposited on Iron and Steel

ASTM D1894 (2014) Static and Kinetic Coefficients of Friction of Plastic Film and Sheeting

ASTM D2000 (2012) Standard Classification System for Rubber Products in Automotive Applications

ASTM D256 (2010) Determining the Izod Pendulum Impact Resistance of Plastics

ASTM F2192 (2005; R 2011) Standard Test Method for Determining and Reporting the Berthing

SECTION 35 59 13.16 25 Page 2

Energy and Reaction of Marine Feeders

ASTM F593 (2013a; E 2016) Standard Specification for Stainless Steel Bolts, Hex Cap Screws, and Studs

ASTM F594 (2009; E 2015) Standard Specification for Stainless Steel Nuts

ASTM F844 (2007a; R 2013) Washers, Steel, Plain (Flat), Unhardened for General Use

U.S. DEPARTMENT OF DEFENSE (DOD)

MIL-PRF-907 (2004; Rev F) Antiseize Thread Compound, High Temperature

1.2 SYSTEM DESCRIPTION

1.2.1 Molded Fenders

Molded fenders are elements manufactured by the molded process. They typically have embedded metal plates cast into the molds. The fender elements are typically used as fenders for medium to large, flat sided vessels. The elements can be used as stand-alone fenders, combined with multiple fenders and a face panel, and energy absorbing elements at the wale. They include the shear fenders which absorb energy by deflecting parallel to the attachment plane. Examples of molded fender shapes are 'Arch Fender', 'Circle', 'Circular Dock', 'Fender Bars', 'Hexagonal', and the 'buckling fender' types, such as 'MV', 'V Leg' and 'V Section'.

1.3 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-02 Shop Drawings

Panels; G

SD-03 Product Data

Stainless Steel Hardware; G

Galvanized Steel Hardware; G

Include Manufacturer's product data for all fender hardware, including bolts, anchor bolts, inserts, nuts, washers, chains, turnbuckles, dimensions, material specifications, working loads and ultimate loads, as applicable. For anchor bolts and inserts, include methods and materials for installation.

Facing; G

MOLDED FENDERS

SECTION 35 59 13.16 25 Page 3

Molded fender; G

Include dimensions, material specifications, and method of manufacture.

SD-05 Design Data

EXTRUDED FENDERS, MOLDED FENDERS

Design data for rubber fenders; G

Submit rated performance data (RPD) and published performance curves per ASTM F2192.

SD-06 Test Reports

MOLDED FENDERS

Ozone Resistance; G

Low Temperature Impact Resistance; G

Water Absorption; G

Heat Resistance; G

Tests shall have been performed on the specified fender within 5 years of submittal of the reports for approval. Test reports must be accompanied by notarized certificates from the manufacturer certifying that the tested material is of the same type, quality, manufacture and make as that proposed to be supplied.

SD-07 Certificates

Stainless Steel Hardware; G

Galvanized Steel Hardware; G

Submit certificates of compliance certifying that materials meet the requirements specified herein. In addition, when the coating is shop applied, submit certificates of conformance or compliance certifying that surface preparation, coverage, and thickness meet the requirements specified.

SD-08 Manufacturer's Instructions

Installation Instructions

Provide installation instructions for each fender type.

SD-10 Operation and Maintenance Data

Fender Manual

Provide fender manual for each fender type.

SECTION 35 59 13.16 25 Page 4

1.4 DELIVERY, HANDLING AND STORAGE

Fenders must be undamaged when delivered and must be handled and stored so as to prevent damage, such as bending or abrading end fittings, cutting of rubber, or damage to coating of hardware. Protect fenders from exposure to damaging liquids, oils, greases and extended exposure to sunlight.

1.4.1 Rejection

Fenders that are delivered to the site in a damaged condition or that are not in conformance with this specification are subject to rejection. Any rejected materials must be replaced with suitable materials, at no additional cost to the Government.

1.4.2 Fender Marking

Unless otherwise specified, all fenders must be identified in readable characters at least 1 in high, either directly or on corrosion- and sunlight resistant permanently attached tags. The markings must include the following:

a. full or abbreviated manufacturer name,

b. fender size model or part number designation,

c. fender serial number,

d. ASTM designation (including type, grade and class) or ISO number and year, as applicable,

e. initial or rated internal pressure (pneumatic and hydro-pneumatic fenders only,

f. rated performance (energy and reaction), and

g. type of reinforcement layer (pneumatic and hydro-pneumatic fenders only,) and

h. other information as the purchase specification or contract requires.

1.4.3 Fender Instructions and Manual

Provide installation instructions and a fender manual describing maintenance requirements for each fender type.

1.4.4 Handling Coated Material

Store, handle and place coated material in a manner that will minimize damage to the coating and will not reduce its effective protective value.

Repair damaged surfaces as directed and per the Manufacturer's recommendations. Handle coated work which is flexible in a manner that will prevent flexing sufficient to crack coating, especially when temperature is below 40 degrees F. Do not place coated surfaces on strips or skids until coating has hardened thoroughly. Wide fabric slings used for lifting, and strips, slings, blocks, skids, cradles, and other supports must provide ample bearing areas. In transporting, fasten and protect coated materials in a manner that will prevent movement and preclude chafing and rubbing, and when unloading, do not dump or drop. Place coated material in position carefully on suitably prepared beds and with a minimum

SECTION 35 59 13.16 25 Page 5 of handling.

1.5 QUALITY ASSURANCE

1.5.1 Molded Fenders

Fender elements must be molded of rubber, homogeneous and free from any defects, impurities, pores or cracks. Where internal plates are used, the rubber must be bonded to integral steel mounting plates. The plates must be fully encased in rubber to a minimum thickness of 1/16 inch.

1.5.2 Elastomer Skin

The elastomer skin of the fender must be free from cracks, burrs, warpage, checks, chipped or blistered surfaces, and must have a smooth surface.

1.5.3 Steel Fabrication

The steel used in fabrication must be free from kinks, sharp bends, and other conditions which would be detrimental to the finished product.

Manufacturing processes must not reduce the strength of the steel to a value less than intended by the design. Manufacturing processes must be done neatly and accurately. Make bends by controlled means to insure uniformity of size and shape.

1.5.4 Welding

AWS D1.1/D1.1M. Welds must be of sufficient size and shape to develop the full strength of the parts connected by the welds. Welds must transmit stress without permanent deformation or failure when the parts connected by the weld are subjected to proof and service loadings.

PART 2 PRODUCTS

2.1 MOLDED FENDERS

2.1.1 Configuration

2.1.1.1 Molded Fender

Fenders must be molded and continuous in the length indicated. The fenders must be black in color. Each fender must be molded of rubber, homogeneous and free from any defects, impurities, pores or cracks, and bonded to integral, steel mounting plates. The mounting plates must be fully encased in rubber with a minimum thickness of 1/16 inch. The fender and hardware must be designed for and be factory tested to the loads specified. Fender anchor bolts and method of anchorage must be of the size and spacing dimensions required by the manufacturer's design and testing; however, the size and spacing of anchor bolts indicated on the drawings shall be construed to be the minimum required, unless exceeded by the requirements of the fender manufacturer's design.

2.1.2 Elastomer

a. The elastomer must be the ethylene propylene dimonomer (EPDM), as specified in ASTM D2000, with the following line callout:

3BA 720 A14 B13 C12 EA14 F17

SECTION 35 59 13.16 25 Page 6

b. Tests must include Ozone Resistance, Low Temperature Impact Resistance, Water Absorption, Heat Resistance.

2.1.3 Performance Requirements

Each of the rubber fenders must have the following performance characteristics:

SIZE ENERGY ABSORPTION REACTION FORCE

at 48 percent compression at predicted energy attainment

1' x 2' 19.2 ft-kips 45.4 kips

2.1.4 Break-In Deflection

Break-in deflection is required for buckling type fenders with reaction ratings of 100 tonnes or more, or if the energy-absorbing material has a reaction decrease of more than 10 percent between its original deflection and and its fifth deflection. Break-in deflection must be to at least the manufacturer's rated deflection. The number of break-in cycles must be sufficient to assure each elements first on-dock reaction will not exceed it fully broken-in reaction by more than 5 percent.

2.1.5 Stainless Steel Hardware

2.1.5.1 Plates and Angles

ASTM A479/A479M, Type 316L stainless steel for plates, angles, and miscellaneous hardware required to attach the fenders to the structure.

2.1.5.2 Bolts, Nuts, and Washers

ASTM F593 or ASTM F594, Group 2 (316 alloy) stainless steel for nuts and bolts. ASTM F844 for washers, except fabricate washers of 316 alloy stainless steel.

2.1.5.3 Antiseize Compound

MIL-PRF-907.

2.1.6 Galvanized Steel Hardware

All hardware must be hot-dip galvanized in accordance with ASTM A123/A123M, ASTM A153/A153M or ASTM B695, as applicable.

2.1.6.1 Plates

ASTM A36/A36M.

2.1.6.2 Bolts, Nuts and Washers

Bolts must be ASTM A307. Nuts must be ASTM A563, grade A heavy hex. Washers must be ASTM F844 of carbon steel.

SECTION 35 59 13.16 25 Page 7

2.1.7 Panels

Panel design must be of closed box construction for optimum strength and corrosion resistance. Material thickness must be 3/8 inch minimum when one side is exposed and 1/2 inch minimum when both sides are exposed.

2.1.7.1 Facing

Facing on the panels must be UHMWPE (ultra high molecular weight polyethylene), ultraviolet stabilized with 2.5 percent carbon black or equivalent, minimum 1/2 inch wear thickness, with a 0.20 maximum coefficient of friction per ASTM D1894. The UHMWPE must exhibit no failure when tested per ASTM D256, Method B. The facing connections must be configured to account for the thermal properties of the polyethylene.

PART 3 EXECUTION

3.1 MOLDED FENDERS

Install the fenders in the position and at the spacing indicated on the drawings. Tighten the bolts per the manufacturers requirements.

3.2 WELDING

Welding must be performed in accordance with AWS D1.1/D1.1M.

3.3 CONNECTIONS

3.3.1 Antiseize Compound

Coat threads of bolts prior to applying washers and nuts. Recoat bolt thread projection beyond nut after tightening.

-- End of Section --

SECTION 35 59 13.16 25 Page 8

SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 1 OF 6 PAGES

01 10 10.00 25 SD-01 Preconstruction Submittals

1.4 GSchedule for Construction

1.14.2Plant and Equipment List

1.11 GSecurity Training

1.14.1 GContractor's Planned Equipment

Methods

1.14.3 GLoading Diagram

01 33 00 SD-01 Preconstruction Submittals

1.5 GSubmittal Register

SD-07 Certificates 1.10.2Authorized Shop Drawing

Approvers 01 35 26.00 25 SD-01 Preconstruction Submittals

1.6.1.3 GCrane Operators

1.7.3 GTraining Plan

1.8 GAccident Prevention Plan (APP)

1.9 GActivity Hazard Analysis (AHA)

1.17 GInclement Weather and

Heat/Cold Stress Management Plans

1.8.2 GFatigue Management Plan (FMP)

SD-06 Test Reports

1.4Regulatory Citations, Violations, and Corrective Action

1.5Drug and Alcohol Use Prevention Program

SUBMITTAL REGISTER

CONTRACT NO.

TITLE AND LOCATION CONTRACTOR

CONTRACTOR:

SCHEDULE DATES

CONTRACTOR

ACTION

APPROVING AUTHORITY

A C T I V I T Y

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(a) (b) (c) (d) (e) (f) (g) (h) (i) (j) (k) (l) (m) (n) (o) (p) (q) (r)

REPLACED IN ITS ENTIRETY

A1-1

SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 2 OF 6 PAGES

01 35 26.00 25 1.14.2Accident or Mishap Reports 1.14.3Crane Testing Reports

SD-07 Certificates 1.10Confined Space Entry Permit 1.10Hot Work Permit 1.13Third Party Certification of

Barge-Mounted Mobile Cranes and Mobile Equipment

1.14.4Certificate of Compliance 01 45 00.00 25 SD-01 Preconstruction Submittals

3.2 GContractor Quality Control Plan

3.4.4Construction Quality

Management for Contractors 01 57 19.00 25 SD-01 Preconstruction Submittals

1.5.1Preconstruction Survey

1.6 GEnvironmental Protection Plan

SD-06 Test Reports

3.3.1 GESCP Modifications

3.3.1.1 GInspection Reports

1.8.1 GSolid Waste Management Report

3.8.2.1 GSolid Waste Management Report

SD-07 Certificates

1.8 GSolid Waste Management Permit

SD-11 Closeout Submittals

1.7 GEnvironmental Records Binder

1.8.1 GSolid Waste Management Report

SUBMITTAL REGISTER

CONTRACT NO.

TITLE AND LOCATION CONTRACTOR

CONTRACTOR:

SCHEDULE DATES

CONTRACTOR

ACTION

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A C T I V I T Y

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A1-2

SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 3 OF 6 PAGES

01 57 19.00 25 3.8.2.1 GSolid Waste Management Report 3.7.2Nonhazardous Solid Waste

Diversion Report

3.3.1.2 GStormwater Notice of Termination

3.8.1 GWaste Determination

Documentation

3.8.2.1 GSales Documentation

3.8.2.1Contractor Certification

3.8.3.1 GHazardous Waste/Debris

Management 01 78 39.00 25 SD-01 Preconstruction Submittals

1.4 GRecord Drawings Execution Plan

1.5Working As-Built Drawings

SD-11 Closeout Submittals

1.7 GPreliminary Record Drawings

1.8 GFinal Record Drawings

05 05 23.00 25 SD-03 Product Data

1.4.3 GProcedure Qualification Test

Records

1.5 GWelding Procedure Specifications

3.5 GWelding Repair Plan

SD-06 Test Reports

3.2 GTests, Inspections, and

Verifications

3.3 GStandards of Acceptance

3.3.2 GExamination Procedures

SUBMITTAL REGISTER

CONTRACT NO.

TITLE AND LOCATION CONTRACTOR

CONTRACTOR:

SCHEDULE DATES

CONTRACTOR

ACTION

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A1-3

SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 4 OF 6 PAGES

05 05 23.00 25 3.3.3 GDestructive Tests SD-07 Certificates

1.6.3 GQualifications of Welders and

Welding Operators

1.7 GQualifications of Weld Inspectors

06 13 33.00 25 SD-03 Product Data

1.4.4Internal Wood Stabilizer Applicator

SD-06 Test Reports

1.4.1 GInternal Wood Stabilizer

Preservative Treatment 1.4.3Delivery Inspection List

SD-07 Certificates

1.4.2 GMSDS and CIS

1.4.5Best Management Practices

(BMPs) 09 97 13.26 25 SD-05 Design Data

1.4.2.1Containment System SD-07 Certificates

1.4.1Coating Work Plan 1.4.3.2Coating Materials 1.4.3.1Qualifications of Coating

Contractors or Shop SD-08 Manufacturer’s Instructions

1.5.1Coating System Instructions 31 62 17.00 25 SD-01 Preconstruction Submittals

SUBMITTAL REGISTER

CONTRACT NO.

TITLE AND LOCATION CONTRACTOR

CONTRACTOR:

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 5 OF 6 PAGES

31 62 17.00 25 1.6 GEquipment Descriptions

1.7 GDelivery, Storage, and Handling

1.7 GHandling Methods

3.2.2 GPlacement

SD-02 Shop Drawings

1.5 GShop Drawings

SD-03 Product Data 2.7.2Conical Points

SD-06 Test Reports

1.7 GMill Test Reports

3.4 GNon Destructive Testing Of

Welds

1.8 GReporting

35 51 13.00 25 SD-02 Shop Drawings

1.8.1 GPrecast Floats

1.8.1Gangways

SD-03 Product Data 2.2.7.1inserts 2.6.1Guide Pile Caps

SD-05 Design Data

1.8.2 GDesign Calculations

1.8.3Concrete Mix Design

SD-06 Test Reports 2.1Contractor-Furnished Mix Design

SD-07 Certificates 2.3Fabrication

SUBMITTAL REGISTER

CONTRACT NO.

TITLE AND LOCATION CONTRACTOR

CONTRACTOR:

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A1-5

SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 6 OF 6 PAGES

35 51 13.00 25 2.5Rubbing Surface 35 59 13.16 25 SD-02 Shop Drawings

2.1.7 GPanels

SD-03 Product Data

2.1.5 GStainless Steel Hardware

2.1.6 GGalvanized Steel Hardware

2.1.7.1 GFacing

2.1.1.1 GMolded fender

SD-05 Design Data

2.1.3 Grubber fenders

SD-06 Test Reports

2.1.2 GOzone Resistance

2.1.2 GLow Temperature Impact

Resistance

2.1.2 GWater Absorption

2.1.2 GHeat Resistance

SD-07 Certificates

2.1.5 GStainless Steel Hardware

2.1.6 GGalvanized Steel Hardware

SD-08 Manufacturer’s Instructions 1.4.3Installation Instructions

SD-10 Operation and Maintenance Data

1.4.3Fender Manual

SUBMITTAL REGISTER

CONTRACT NO.

TITLE AND LOCATION CONTRACTOR

CONTRACTOR:

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A1-6