N4019220R1300_Amendment 0012_28AUG2020.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

FY21 SPECIAL PROJECT RM 14-1420, Repair Lima Wharf, Naval Base Guam

See Continuation Page.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 2

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

16C. DATE SIGNED

BY 28-Aug-2020

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 N4019220R1300

X 9B. DATED (SEE ITEM 11)

16-Jun-2020

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 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

28-Aug-2020

CODE

COMMANDING OFFICER - NAVFAC MARIANAS

MAR MCON

PSC 455, BOX 195

FPO AP 96540-2937

N40192 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

N4019220R1300

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION SF 30 - BLOCK 14 CONTINUATION PAGE (SF 30)

The following have been added by full text:

AMENDMENT 0012

A. In accordance with FAR 52.252-3 Alterations in Solicitation (APR 1984), portions of this solicitation are altered as follows:

1. Revise RFP Part A, Standard Form (SF) 1442 Section 00 22 16 Supplementary Instructions to Proposers (Evaluation Factors for Award), Factor 6 Price Paragraph (b) to read as follows:

“Basis of Evaluation: In accordance with FAR 52.217-4, Evaluation of Options Exercised at Time of Contract Award, except when it is determined in accordance with FAR 17.206(b) not to be in the Government’s best interests, the Government will evaluate the total price for the basic requirement together with any option(s) exercised at the time of award FAR 52.217-5, Evaluation of Options, except when it is determined in accordance with FAR 17.206(b) not to be in the Government’s best interests, the Government will evaluate offers for award purposes by adding the total price for all prices for all options to the total price for the basic requirement. Evaluation of options will not obligate the Government to exercise the option(s). The price proposal will be evaluated in accordance with FAR 52.219-4, Notice of Price Evaluation Preference for HUBZone Small Business Concerns (DEVIATION 2020-O0008), if applicable. Price will be evaluated for reasonableness based on:

(i) Comparison of proposed prices received in response to the solicitation.

(ii) Comparison of proposed prices with the Independent Government Cost Estimate (IGCE).”

2. Incorporate revisions to NAVFAC Specifications & Drawings WON 1383711 as directed in the detailed Summary of Changes dated 26 AUG 2020 provided herein in Enclosure (1).

3. SPECIFICATIONS: The following specifications incorporating the directed changes are issued as part of this amendment and provided herein in Enclosure (1).

SECTION 01 45 00.00 20 – QUALITY CONTROL

SECTION 01 45 35 – SPECIAL INSPECTIONS

SECTION 01 58 00 – PROJECT IDENTIFICATION

SECTION 05 12 00 – STRUCTURAL STEEL

SECTION 35 20 23 – DREDGING

4. DRAWINGS: The following drawings incorporating the directed changes are issued as part of this amendment and provided in Enclosure (1).

WHARF STRUCTURAL: S-002

BOWTS STRUCTURAL: SB101, SB102

B. Notice 12 is provided in response to requests for information and is provided herein as Enclosure (2). Notice 12 is provided for INFORMATION ONLY. The solicitation remains unchanged unless it is amended in writing.

C. The date for receipt of proposals remains unchanged at September 9, 2020 at 4:30pm local time.

D. Offerors shall acknowledge this amendment in Block 19 of the Standard Form 1442 with their proposals.

(End of Summary of Changes)

FY21 Special Project RM 14-1420 Repair Lima Wharf

Naval Base Guam

AMENDMENT DATED 26 AUG 2020

AMENDMENT 26 AUG 2020

SPECIFICATIONS

Changes as directed below shall be made to the respective specification sections. Specifications incorporating the directed changes are issued as part of this amendment.

SECTION 01 45 00.00 20 – QUALITY CONTROL

Remove Replace with

Pages 16-17 Pages 16-17, Amendment dated 26 AUG 2020

Paragraph 1.5.11

Remove the following text:

“The UWQC Team divers must be employed by a firm having current status of Member of the Association of

Diving Contractor's International (ADCI), having a minimum of five (5) years of experience with underwater inspection of structures.”

Replace text with the following:

“The UWQC Team divers must hold a current commercial diver's license, with a minimum of five (5) years of experience with underwater inspection of structures.”

SECTION 01 45 35 – SPECIAL INSPECTIONS

Pages 1 – 12 Pages 1 – 12, Amendment dated 26 AUG 2020

Paragraph 1.2

Add the following text:

“Structural observations will be performed separately by the Government. The contractor must provide notification to the Contracting Officer 14 calendar days prior to the following points of construction to allow for structural observation:

a. Start of pile driving for King Piles and Sheet Piles

b. Start of pile driving for H-Piles and Pipe Pile in the following elements:

- 300MT Heavy Weather Bollards

-Tieback Anchor

-BOWTS Structure

c. After placement of reinforcement and before pouring of concrete of the following elements:

- Bulkhead Cap

-Tieback Anchor Cap

-Substation and BOWTS Foundation, Walls, and Slabs

d. Erection of Substation Building Precast Prestressed Elements”

SECTION 01 58 00 – PROJECT IDENTIFICATION

Remove Replace with

Pages 1, ATTACHMENT Page 1, ATTACHMENT Amendment dated 26 AUG

Paragraph 1.4.1

Remove the following text:

“A project identification signboard shall be provided in accordance with attached Plates 1MC, 3, and 4.”

Replace text with the following:

“A project identification signboard shall be provided in accordance with attached Plates 1, 3, and 4.”

Replace the “Project Identification Signboard” attachment with the one provided

SECTION 05 12 00 – STRUCTURAL STEEL

Pages 2-14 Pages 2-14 Amendment dated 26 AUG 2020

Paragraph 1.1

Add the following ASTM Reference:

“ASTM A27/A27M (2017) Standard Specification for Steel Castings, Carbon, for General Application”

Paragraph 2.2.4

Remove the following text:

“Bollards and cleats shall be cast steel meeting the requirements of MIL-C-24707/1.”

Replace text with the following:

“Bollards and cleats shall be cast steel meeting the requirements of MIL-C-24707/1 or ASTM A27/A27M, Class 1.”

Paragraph 3.8.4.1

Remove the following text:

“All anchor bolts shall be load tested in accordance with ASTM E488/E488M to 255 kips for 300 Ton bollards and 80 kips for 100 Ton bollards in tension or as otherwise approved by the Contracting Officer.”

Replace text with the following:

“All anchor bolts shall be load tested in accordance with ASTM E488/E488M to 255 kips for 300 metric ton bollards, 80 kips for 100 metric ton bollards, and 10 kips for 25 metric ton cleats in tension or as otherwise approved by the Contracting Officer.”

SECTION 35 20 23 – DREDGING

Remove Replace with

Pages 11-20 Pages 11-20, Amendment dated 26 AUG 2020

Paragraph 3.7.1

Remove the following text:

“The firm must have a minimum of 3 years of qualifying experience in hydrographic surveying of navigable channels and a current California Land Surveyor's license.”

Replace paragraph with the following:

“The firm must have a minimum of 3 years of qualifying experience in hydrographic surveying of navigable channels and a current Land Surveyor's or a Professional Engineer's license, authorized to certify surveys in the Territory of Guam or State of Hawaii. Surveyor firm selected by the Contractor must be approved by the

Contracting Officer prior to performing surveys for this contract.”

Paragraph 3.14.2.c

Remove the following paragraph:

“U.S. Navy use of the channel is expected to occur regularly on average X vessel ingress and X vessel egress per week. A vessel ingress/egress requires approximately 1 hour each way. During this vessel ingress/egress, completely remove the dredge and all related equipment to such an extent to afford passage. A schedule of vessel transits can be obtained from the Contracting Officer.”

Replace paragraph with the following:

“U.S. Navy use of the channel is expected to occur regularly, refer to Specification 01 14 00 WORK

RESTRICTIONS for the expected vessel ingress and egress count and Contractor standoff requirements.”

DRAWINGS

Changes as directed below shall be made to the respective drawings. Drawings incorporating the directed changes are issued as part of this amendment.

DRAWING

NUMBER

NAVFAC

DWG.

NUMBER

CHANGE

NO.

TITLE/DIRECTED CHANGES

S-002 17238373 (2)

STRUCTURAL NOTES - 2

Revise to clarify material specifications

SB101 17238450

(2)

(3)

BILGE OILY WASTE TREATMENT FOUNDATION

PLAN

Add floor slab coating requirements

Add wall paint and finish requirements

SB102 17238451

(2)

(3)

BILGE OILY WASTE TREATMENT STRUCTURAL

PLAN

Add wall paint and finish requirements

Add door tag and description

1383711

SPECIFICATION REPLACEMENT SHEETS

SECTION 01 45 00.00 20 – QUALITY CONTROL

FY21 Special Project RM 14-1420 Repair Lima Wharf 1383711

U.S. Registered Architect with 5 years minimum experience

07 14 00

07 60 00

07 92 00

08 11 13

08 11 16

08 71 00

08 91 00

09 24 23

09 65 00

09 67 23.15

09 90 00

10 14 00.20

Corrosion Engineer with 5 years minimum experience

26 42 13.00 20 All

U.S. Registered Civil Engineer or Geotechnical Engineer with 10 years minimum experience

31 62 00 All

21 62 16.16

1.5.10 QC Administrative Assistant

Provide an Administrative Assistant at the work site until the work has been accepted. The primary duty is to assist the QC Manager in processing and maintaining files for submittals, preparing and publishing reports and meeting minutes. After primary duties are accomplished, other duties may be assigned provided the duties do not interfere with primary duties.

1.5.11 Underwater QC Team

Provide Underwater QC (UWQC) Team at the work site to perform underwater surveillance and inspection for the Contractor. The UWQC Team divers must hold a current commercial diver's license, with a minimum of five (5) years of experience with underwater inspection of structures. The parent company and individual personnel makeup of the UWQC team shall comply with EM 385-1-1 , OSHA and local requirements for contract diving operations.

The UWQC Team must be an independent third party hired directly by the Prime Contractor, and shall have no involvement with the design, preparation of Contract, or installation of work.

The UWQC lead diver must be thoroughly familiar with the design plans and

SECTION 01 45 00.00 20 Page 16 Amendment 26 AUG 2020 specifications to sufficiently understand the engineering aspects of the underwater construction and to be able to recognize and document potential problem areas associated with pile driving and handling defects, cast-in-place concrete construction defects, precast concrete construction defects, steel sheet pile construction defects, and other pile defects or improperly constructed and defective areas. Provide all necessary equipment to conduct surveillance and inspection services, including diver's equipment, dive boat, communication equipment, and photographic/video equipment. Diver(s) must be equipped to maintain two-way communication with QC personnel during diving operations. The divers shall maintain a separate backup communications system on site in the event of a defective primary system.

Prepare and submit a report including high quality still photographs and video with the QC report after each dive. The report shall indicate (by grid) the specific areas inspected and specific description of defects, including accurate dimensional information. The Q. C. Report shall be submitted within 24 hours of completion of the in section dive.

The frequency of underwater inspection will be as indicated below:

ITEM MATERIAL INSPECTION ITEM FREQUENCY

Sheet Pile bulkhead Steel sheet/king piles

Damage to steel piles, installation defects, misalignment.

Defects in coatings; correct location and attachment of cathodic protection anodes

Not later than ten calendar days after installation, within seven days of repair of damage.

Concrete cap beam Cast-in-place concrete cap

Presence of cracks and spalls in concrete;

attachment of UHMW rub strips;

attachment of fender piles

Not later than seven calendar days after installation;

within seven days of repair of damage

Prestressed Fender piles

Prestressed concrete piles

Presence of cracks and spalls in concrete;

attachment of UHMW rub strips (fender piles)

Not later than seven calendar days after installation;

within seven days of repair of damage

SECTION 01 45 00.00 20 Page 17

SECTION 01 45 00 – SPECIAL INSPECTIONS

SECTION 01 45 35

SPECIAL INSPECTIONS

02/15

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 SOCIETY OF CIVIL ENGINEERS (ASCE)

ASCE 7 (2017) Minimum Design Loads for Buildings and Other Structures

INTERNATIONAL CODE COUNCIL (ICC)

ICC IBC (2018) International Building Code

U.S. DEPARTMENT OF DEFENSE (DOD)

UFC 3-310-04 (2013; with Change 1) Seismic Design of Buildings

1.2 GENERAL REQUIREMENTS

Perform Special Inspections in accordance with the Statement of Special Inspections, Schedule of Special Inspections and Chapter 17 of ICC IBC .

The Statement of Special Inspections and Schedule of Special Inspections are included as an attachment to this specification. Special Inspections are to be performed by an independent third party and are intended to ensure that the work of the prime contractor is in accordance with the Contract Documents and applicable building codes. Special inspections do not take the place of the three phases of control inspections performed by the Contractor's QC Manager or any testing and inspections required by other sections of the specifications.

Structural observations will be performed separately by the Government.

The contractor must provide notification to the Contracting Officer 14 calendar days prior to the following points of construction to allow for structural observation:

a. Start of pile driving for King Piles and Sheet Piles

b. Start of pile driving for H-Piles and Pipe Pile in the following elements:

- 300MT Heavy Weather Bollards

- Tieback Anchor

- BOWTS Structure

c. After placement of reinforcement and before pouring of concrete of the following elements:

- Bulkhead Cap

- Tieback Anchor Cap

SECTION 01 45 35 Page 1

- Substation and BOWTS Foundation, Walls, and Slabs

d. Erection of Substation Building Precast Prestressed Elements

1.3 DEFINITIONS

1.3.1 Continuous Special Inspections

Continuous Special Inspections is the constant monitoring of specific tasks by a special inspector. These inspections must be carried out continuously over the duration of the particular tasks.

1.3.2 Periodic Special Inspections

Periodic Special Inspections is Special Inspections by the special inspector who is intermittently present where the work to be inspected has been or is being performed.

1.3.3 Perform

Perform these Special Inspections tasks for each welded joint or member.

1.3.4 Observe

Observe these Special Inspections items on a random daily basis.

Operations need not be delayed pending these inspections.

1.3.5 Special Inspector (SI)

A qualified person retained by the contractor and approved by the Contracting Officer as having the competence necessary to inspect a particular type of construction requiring Special Inspections. The SI must be an independent third party hired directly by the Prime Contractor.

1.3.6 Associate Special Inspector (ASI)

A qualified person who assists the SI in performing Special Inspections but must perform inspection under the direct supervision of the SI and cannot perform inspections without the SI on site.

1.3.7 Third Party

A third party inspector must not be company employee of the Contractor or any Sub-Contractor performing the work to be inspected.

1.3.8 Special Inspector of Record (SIOR)

A licensed engineer in responsible charge of supervision all special inspectors for the project and approved by the Contracting officer. The SIOR must be an independent third party hired directly by the Prime Contractor.

1.3.9 Contracting Officer

The Government official having overall authority for administrative contracting actions. Certain contracting actions may be delegated to the Contracting Officer's Representative (COR).

SECTION 01 45 35 Page 2

1.3.10 Contractor's Quality Control (QC) Manager

An individual retained by the prime contractor and qualified in accordance with the Section 01 45 00.00 20 QUALITY CONTROL having the overall responsibility for the contractor's QC organization.

1.3.11 Designer of Record (DOR)

A registered design professional contracted by the Government as an A/E responsible for the overall design and review of submittal documents prepared by others. The DOR is registered or licensed to practice their respective design profession as defined by the statutory requirements of the professional registration laws in state in which the design professional works. The DOR is also referred to as the Engineer of Record (EOR) in design code documents.

1.3.12 Statement of Special Inspections (SSI)

A document developed by the DOR identifying the material, systems, components and work required to have Special Inspections.

1.3.13 Schedule of Special Inspections

A schedule which lists each of the required Special Inspections, the extent to which each Special Inspections is to be performed, and the required frequency for each in accordance with ICC IBC Chapter 17.

1.3.14 Designated Seismic System

Those nonstructural components that require design in accordance with ASCE 7 Chapter 13 and for which the component importance factor, Ip, is greater than 1.0. This designation applies to systems that are required to be operational following the Design Earthquake for RC I - IV structures and following the MCER for RC V structures. All systems in RC V facilities designated as MC-1 in accordance with UFC 3-310-04 are considered part of the Designated Seismic Systems.

1.4 SUBMITTALS

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

submittals not having a "G" designation are for Contractor Quality Control approval. Submit the following in accordance with Section 01 33 00

SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

SIOR Letter of Acceptance; G Special Inspections Project Manual; G Special Inspections Agency's Written Practices NDT Procedures and Equipment Calibration Records

SD-06 Test Reports

Special Inspections Daily Reports Special Inspections Biweekly Reports

SD-07 Certificates

Fabrication Plant

SECTION 01 45 35 Page 3

Precast Concrete Institute (PCI) Certified Plant Certificate of Compliance Special Inspector of Record Qualifications; G Special Inspector Qualifications; G Qualification Records for NDT technicians

SD-11 Closeout Submittals

Interim Final Report of Special Inspections Comprehensive Final Report of Special Inspections; G

1.5 SPECIAL INSPECTOR QUALIFICATIONS

Submit qualifications for each special inspector and the special inspector of record.

Certifying Associations

AABC Associated Air Balance Council

ACI American Concrete Institute

AWCI Association of the Wall and Ceiling Industry

AWS American Welding Society

FM Factory Mutual

ICC International Code Council

NDT Nondestructive Testing

NICET National Institute for Certification in Engineering Technologies

PCI Precast/Prestressed Concrete Institute

PTI Post-Tensioning Institute

UL Underwriters Laboratories

1.5.1 Steel Construction and High Strength Bolting

1.5.1.1 Special Inspector

a. ICC Structural Steel and Bolting Special Inspector certificate with one year of related experience, or

b. Registered Professional Engineer with related experience

1.5.1.2 Associate Special Inspector

Engineer-In-Training with one year of related experience.

SECTION 01 45 35 Page 4

1.5.2 Welding Structural Steel

1.5.2.1 Special Inspector

a. ICC Structural Welding Special Inspector certificate with one year of related experience, or

b. AWS Certified Welding Inspector

1.5.2.2 Associate Special Inspector

AWS Certified Associate Welding Inspector

1.5.3 Nondestructive Testing of Welds

1.5.3.1 Special Inspector

NDT Level III Certificate

1.5.3.2 Associate Special Inspector

NDT Level II Certificate plus one year of related experience

1.5.4 Concrete Construction

1.5.4.1 Special Inspector

a. ICC Reinforced Concrete Special Inspector Certificate with one year of related experience, or

b. ACI Concrete Construction Special Inspector, or

c. NICET Concrete Technician Level III Certificate in Construction Materials Testing, or

d. Registered Professional Engineer with related experience

1.5.4.2 Associate Special Inspector

a. ACI Concrete Construction Special Inspector in Training, or

b. Engineer-In-Training with one year of related experience

1.5.5 Prestressed Concrete Construction

1.5.5.1 Special Inspector

a. ICC Pre-stressed Special Inspector Certificate with one year of related experience, or

b. PCI Quality Control Technician/ Inspector Level II Certificate with one year of related experience, or

c. Registered Professional Engineer with related experience

1.5.5.2 Associate Special Inspector

a. PCI Quality Control Technician/ Inspector Level I Certificate with one year of related experience, or

SECTION 01 45 35 Page 5

b. Engineer-In-Training with one year of related experience

1.5.6 Post-tensioned Concrete Construction

1.5.6.1 Special Inspector

a. PTI Level 2 Unbonded PT Inspector Certificate, or

b. Registered Professional Engineer with related experience

1.5.6.2 Associate Special Inspector

a. PTI Level 1 Unbonded PT Inspector Certificate with one year of related experience, or

b. Engineer-In-Training with one year of related experience

1.5.7 Masonry Construction

1.5.7.1 Special Inspector

a. ICC Structural Masonry Special Inspector Certificate with one year of related experience, or

b. Registered Professional Engineer with related experience

1.5.7.2 Associate Special Inspector

Engineer-In-Training with one year of related experience.

1.5.8 Verification of Site Soil Condition, Fill Placement and Load-Bearing Requirements

1.5.8.1 Special Inspector

a. ICC Soils Special Inspector Certificate with one year of related experience, or

b. NICET Soils Technician Level II Certificate in Construction Material Testing, or

c. NICET Geotechnical Engineering Technician Level II Construction or Generalist Certificate, or

d. Geologist-In-Training with one year of related experience, or

e. Registered Professional Civil Engineer with related experience

1.5.8.2 Associate Special Inspector

a. NICET Soils Technician Level I Certificate in Construction Material Testing with one year of related experience, or

b. NICET Geotechnical Engineering Technician Level I Construction or Generalist Certificate with one year of related experience, or

c. Civil Engineer-In-Training with one year of related experience

SECTION 01 45 35 Page 6

1.5.9 Deep Foundations

1.5.9.1 Special Inspector

a. NICET Soils Technician Level II Certificate in Construction Material Testing, or

b. NICET Geotechnical Engineering Technician Level II Construction or Generalist Certificate, or

c. Geologist-In-Training with one year of related experience, or

d. Registered Professional Engineer with related experience

1.5.9.2 Associate Special Inspector

a. NICET Soils Technician Level I Certificate in Construction Material Testing with one year of related experience, or

b. NICET Geotechnical Engineering Technician Level I Construction or Generalist Certificate with one year of related experience, or

c. Engineer-In-Training with one year of related experience

1.5.10 Sprayed Fire Resistant Material

1.5.10.1 Special Inspector

a. ICC Spray-applied Fireproofing Special Inspector Certificate, or

b. ICC Fire Inspector I Certificate with one year of related experience, or

c. Registered Professional Engineer with related experience

1.5.10.2 Associate Special Inspector

Engineer-In-Training with one year of related experience

1.5.11 Mastic and Intumescent Fire Resistant Coatings

1.5.11.1 Special Inspector

a. ICC Spray-applied Fireproofing Special Inspector Certificate, or

b. ICC Fire Inspector I Certificate with one year of related experience, or

c. Registered Professional Engineer with related experience

1.5.11.2 Associate Special Inspector

Engineer-In-Training with one year of related experience.

1.5.12 Exterior Insulation and Finish System (EIFS)

1.5.12.1 Special Inspector

a. AWCI EIFS Inspector Certificate, or

SECTION 01 45 35 Page 7

b. Exterior Design Institute Certificate, or

c. Registered Professional Engineer with related experience

1.5.12.2 Associate Special Inspector

Engineer-In-Training with one year of related experience.

1.5.13 Fire-Resistant Penetrations and Joints

1.5.13.1 Special Inspector

a. Passed the UL Firestop Exam with one year of related experience, or

b. Passed the FM Firestop Exam with one year of related experience, or

c. Registered Professional Engineer with related experience

1.5.13.2 Associate Special Inspector

Engineer-In-Training with one year of related experience.

1.5.14 Smoke Control

1.5.14.1 Special Inspector

a. AABC Technician Certification with one year of related experience, or

b. Registered Professional Engineer with related experience

1.5.14.2 Associate Special Inspector

Engineer-In-Training with one year of related experience.

1.5.15 Special Inspector of Record (SIOR)

Registered Professional Engineer

PART 2 PRODUCTS

2.1 FABRICATOR SPECIAL INSPECTIONS

Special Inspections of fabricator's work performed in the fabricator's shop is required to be inspected in accordance with the Statement of Special Inspections and the Schedule of Special Inspections unless the fabricator is certified by the approved agency to perform such work without Special Inspections. Submit the following certifications to the Contracting Officer for information to allow work performed in the fabricator's shop to not be subjected to Special Inspections.

American Institute of Steel Construction (AISC) Certified Fabrication Plant, Category STD.

Precast Concrete Institute (PCI) Certified Plant, Group C

At the completion of fabrication, submit a certificate of compliance, to be included with the comprehensive final report of Special Inspections, stating that the materials supplied and work performed by the fabricator are in accordance the construction documents.

SECTION 01 45 35 Page 8

PART 3 EXECUTION

3.1 RESPONSIBILITIES

3.1.1 Special Inspector of Record

a. Supervise all Special Inspectors required by the contract documents and the IBC.

b. Submit a SIOR Letter of Acceptance to the Contracting Officer attesting to acceptance of the duties of SIOR, signed and sealed by the SIOR.

c. Verify the qualifications of all of the Special Inspectors.

d. Verify the qualifications of fabricators.

e. Submit Special Inspections agency's written practices for the monitoring and control of the agency's operations to include the following:

(1) The agency's procedures for the selection and administration of inspection personnel, describing the training, experience and examination requirements for qualifications and certification of inspection personnel.

(2) The agency's inspection procedures, including general inspection, material controls, and visual welding inspection.

f. Submit qualification records for nondestructive testing (NDT) technicians designated for the project.

g. Submit NDT procedures and equipment calibration records for NDT to be performed and equipment to be used for the project.

h. Prepare a Special Inspections Project Manual, which will cover the following:

(1) Roles and responsibilities of the following individuals during Special Inspections: SIOR, SI, General Contractor, Subcontractors, QC Manager, and DOR.

(2) Organizational chart and/or communication plan, indicating lines of communication.

(3) Contractor's internal plan for scheduling inspections. Address items such as timeliness of inspection requests, who to contact for inspection requests, and availability of alternate inspectors.

(4) Indicate the government reporting procedures.

(5) Propose forms or templates to be used by SI and SIOR to document inspections.

(6) Indicate procedures for tracking nonconforming work and verification that corrective work is complete.

(7) Indicate how the SIOR and/or SI will participate in weekly QC

SECTION 01 45 35 Page 9 meetings.

(8) Indicate how Special Inspections of shop fabricated items will be handled when the fabricator's shop is not certified per paragraph

FABRICATOR SPECIAL INSPECTIONS.

(9) Include a section in the manual that covers each specific item requiring Special Inspections that is indicated on the Schedule of Special Inspections. Provide names and qualifications of each special inspector who will be performing the Special Inspections for each specific item. Provide detail on how the Special Inspections are to be carried out for each item so that the expectations are clear for the General Contractor and the Subcontractor performing the work.

Make a copy of the Special Inspections Project Manual available on the job site during construction. Submit a copy of the Special Inspections Project Manual for approval.

i. Attend coordination and mutual understanding meeting where the information in the Special Inspections Project Manual will be reviewed to verify that all parties have a clear understanding of the Special Inspections provisions and the individual duties and responsibilities of each party.

j. Maintain a 3- ring binder for the Special Inspector's daily and biweekly reports and the Special Inspections Project Manual. This file must be located in a conspicuous place in the project trailer/office to allow review by the Contracting Officer and the DOR.

k. Submit a copy of the Special Inspector's daily reports to the QC Manager.

l. Discrepancies that are observed during Special Inspections must be reported to the QC Manager for correction. If discrepancies are not corrected before the special inspector leaves the site the observed discrepancies must be documented in the daily report.

m. Submit a biweekly Special Inspections report until all work requiring Special Inspections is complete. A report is required for each biweekly period in which Special Inspections activity occurs, and must include the following:

(1) A brief summary of the work performed during the reporting time frame.

(2) Changes and/or discrepancies with the drawings, specifications and mechanical or electrical component certification, that were observed during the reporting period.

(3) Discrepancies which were resolved or corrected.

(4) A list of nonconforming items requiring resolution.

(5) All applicable test results including nondestructive testing reports.

n. At the completion of each Definable Feature of Work (DFOW) requiring Special Inspections, submit an interim final report of Special

SECTION 01 45 35 Page 10

Inspections that documents the Special Inspections completed for that DFOW and corrections of all discrepancies noted in the daily reports.

The interim final report of Special Inspections must be signed, dated and bear the seal of the SIOR.

o. At the completion of the project submit a comprehensive final report of Special Inspections that documents the Special Inspections completed for the project and corrections of all discrepancies noted in the daily reports. The comprehensive final report of Special Inspections must be signed, dated and bear the seal of the SIOR.

3.1.2 Quality Control Manager

a. Maintain a rework items list that includes discrepancies noted on the Special Inspectors daily report.

3.1.3 Special Inspectors

a. Inspect all elements of the project for which the special inspector is qualified to inspect and are identified in the Schedule of Special Inspections.

b. Attend preparatory phase meetings related to the Definable Feature of Work (DFOW) for which the special inspector is qualified to inspect.

c. Submit daily reports to the SIOR.

3.2 DEFECTIVE WORK

Check work as it progresses, but failure to detect any defective work or materials must in no way prevent later rejection if defective work or materials are discovered, nor obligate the Contracting Officer to accept such work.

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SECTION 01 45 35 Page 11

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SECTION 01 45 35 Page 12

SECTION 01 58 00 – PROJECT IDENTIFICATION

SECTION 01 58 00

PROJECT IDENTIFICATION

08/09

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 WOOD PROTECTION ASSOCIATION (AWPA)

AWPA C1 (2003) All Timber Products - Preservative Treatment by Pressure Processes

AWPA C2 (2003) Lumber, Timber, Bridge Ties and Mine Ties - Preservative Treatment by Pressure Processes

1.2 SUBMITTALS

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

submittals not having a "G" designation are for Contractor Quality Control approval. Submit the following in accordance with Section 01 33 00

SUBMITTAL PROCEDURES:

SD-02 Shop Drawings

Preliminary Drawing Indicating Layout And Text Content; G

1.3 QUALITY ASSURANCE

1.4 PROJECT SIGN

Prior to initiating any work on site, provide one project identification sign at the location indicated. Construct the sign in accordance with project sign detail, which can be downloaded at:

https://www.wbdg.org/FFC/NAVGRAPH/graphtoc.pdf . Maintain sign throughout the life of the project. Upon completion of the project, remove the sign from the site.

1.4.1 Project Identification Signboard (Navy)

A project identification signboard shall be provided in accordance with attached Plates 1, 3, and 4. Provide preliminary drawing indicating layout and text content. The signboard shall be provided at a conspicuous location on the job site where directed by the Contracting Officer.

a. The field of the sign shall consist of a 4 by 8 foot sheet of grade B-B medium density overlaid exterior plywood.

b. Lumber shall be B or better Southern pine, pressure-preservative treated in accordance with AWPA C1 and AWPA C2. Nails shall be aluminum or galvanized steel.

SECTION 01 58 00 Page 1

SECTION 05 12 00 – STRUCTUAL STEEL

Safeguarding Against Embrittlement of Hot-Dip Galvanized Structural Steel Products and Procedure for Detecting Embrittlement

ASTM A27/A27M (2017) Standard Specification for Steel Castings, Carbon, for General Application

ASTM A29/A29M (2016) Standard Specification for General Requirements for Steel Bars, Carbon and Alloy, Hot-Wrought

ASTM A240/A240M (2018) Standard Specification for Chromium and Chromium-Nickel Stainless Steel Plate, Sheet, and Strip for Pressure Vessels and for General Applications

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 A500/A500M (2018) Standard Specification for Cold-Formed Welded and Seamless Carbon Steel Structural Tubing in Rounds and Shapes

ASTM A53/A53M (2018) Standard Specification for Pipe, Steel, Black and Hot-Dipped, Zinc-Coated, Welded and Seamless

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

ASTM A6/A6M (2017a) Standard Specification for General Requirements for Rolled Structural Steel Bars, Plates, Shapes, and Sheet Piling

ASTM A615/A615M (2016) Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement

ASTM A780/A780M (2009; R 2015) Standard Practice for Repair of Damaged and Uncoated Areas of Hot-Dip Galvanized Coatings

ASTM A992/A992M (2011; R 2015) Standard Specification for Structural Steel Shapes

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

ASTM C1107/C1107M (2017) Standard Specification for Packaged Dry, Hydraulic-Cement Grout (Nonshrink)

ASTM C827/C827M (2016) Standard Test Method for Change in

SECTION 05 12 00 Page 2

Height at Early Ages of Cylindrical Specimens of Cementitious Mixtures

ASTM C881/C881M (2014) Standard Specification for Epoxy-Resin-Base Bonding Systems for Concrete

ASTM D1187/D1187M (1997; E 2011; R 2011) Asphalt-Base Emulsions for Use as Protective Coatings for Metal

ASTM E488/E488M (2015) Standard Test Methods for Strength of Anchors in Concrete and Masonry Elements

ASTM F1136/F1136M (2011) Standard Specification for Zinc/Aluminum Corrosion Protective Coatings for Fasteners

ASTM F1554 (2018) Standard Specification for Anchor Bolts, Steel, 36, 55, and 105-ksi Yield Strength

ASTM F2329/F2329M (2015) Standard Specification for Zinc Coating, Hot-Dip, Requirements for Application to Carbon and Alloy Steel Bolts, Screws, Washers, Nuts, and Special Threaded Fasteners

ASTM F2833 (2011; R 2017) Standard Specification for Corrosion Protective Fastener Coatings with Zinc Rich Base Coat and Aluminum Organic/Inorganic Type

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

SOCIETY FOR PROTECTIVE COATINGS (SSPC)

SSPC PA 1 (2016) Shop, Field, and Maintenance Coating of Metals

SSPC Paint 20 (2002; E 2004) Zinc-Rich Primers (Type I, Inorganic, and Type II, Organic)

SSPC Paint 29 (2002; E 2004) Zinc Dust Sacrificial Primer, Performance-Based

SSPC SP 6/NACE No.3 (2007) Commercial Blast Cleaning

U.S. DEPARTMENT OF DEFENSE (DOD)

UFC 3-301-01 (2013; with Change 3) Structural Engineering

UFC 3-310-04 (2013; with Change 1) Seismic Design of Buildings

SECTION 05 12 00 Page 3

U.S. NATIONAL ARCHIVES AND RECORDS ADMINISTRATION (NARA)

29 CFR Part 1926, Subpart R Steel Erection

1.2 SUBMITTALS

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

submittals not having a "G" designation are for Contractor Quality Control approval. Submit the following in accordance with Section 01 33 00

SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Fabrication Drawings; G

Erection and Erection Bracing Drawings; G

Anchor Load Test Procedure; G

SD-02 Shop Drawings

Installation drawings; G

Bollards/Pipe Guards; G

Mooring fittings; G

Floor Grating; G

SD-03 Product Data

Shop Primer

Welding Electrodes and Rods

Non-Shrink Grout

Floor Grating; G

SD-05 Design Data

Shoring and Temporary Bracing; G

SD-06 Test Reports

Bolts, Nuts, and Washers

Weld Inspection Reports

Embrittlement Test Reports

Bollard Anchor Load Test Reports; G

SD-07 Certificates

Steel

Bolts, Nuts, and Washers

SECTION 05 12 00 Page 4

Galvanizing

AISC Structural Steel Fabricator Quality Certification

AISC Structural Steel Erector Quality Certification

Welding Procedures and Qualifications

Welding Electrodes and Rods

Certified Welding Inspector

NDT Technician

Welding Procedure Specifications (WPS)

Bollard Working Load Capacity; G

Bollard Anchor Load Test Certification; G

1.3 AISC QUALITY CERTIFICATION

Work must be fabricated by an AISC Certified Structural Steel Fabricator, in accordance with AISC 207 , Category BU. Submit AISC Structural Steel Fabricator quality certification.

Work must be erected by an AISC Structural Steel Certified Erector, in accordance with AISC 207 , Category CSE. Submit AISC Structural Steel erector quality certification.

1.4 QUALITY ASSURANCE

1.4.1 Preconstruction Submittals

1.4.1.1 Erection and Erection Bracing Drawings

Submit for record purposes. Indicate the sequence of erection, temporary shoring and bracing. The erection drawings must conform to AISC 303 .

1.4.2 Fabrication Drawing Requirements

Submit fabrication drawings for approval prior to fabrication. Prepare in accordance with AISC 303 , AISC 326 and AISC 325 . Fabrication drawings must not be reproductions of contract drawings. Include complete information for the fabrication and erection of all structure components, including the location, type, and size of bolts, welds, member sizes and lengths, connection details, blocks, copes, and cuts. Use AWS A2.4 standard welding symbols. Shoring and temporary bracing must be designed and sealed by a registered professional engineer and submitted for record purposes, with calculations, as part of the drawings. Clearly highlight any deviations from the details shown on the contract drawings highlighted on the fabrication drawings. Explain the reasons for any deviations from the contract drawings.

1.4.3 Certifications

1.4.3.1 Welding Procedures and Qualifications

Prior to welding, submit certification for each welder stating the type of

SECTION 05 12 00 Page 5 welding and positions qualified for, the code and procedure qualified under, date qualified, and the firm and individual certifying the qualification tests. If the qualification date of the welder or welding operator is more than 6 months old, the welding operator's qualification certificate must be accompanied by a current certificate by the welder attesting to the fact that he has been engaged in welding since the date of certification, with no break in welding service greater than 6 months.

Conform to all requirements specified in AWS D1.1/D1.1M .

PART 2 PRODUCTS

2.1 SYSTEM DESCRIPTION

Provide the structural steel system, including shop primer galvanizing, complete and ready for use. Provide structural steel systems including design, materials, installation, workmanship, fabrication, assembly, erection, inspection, quality control, and testing in accordance with AISC 303 , AISC 360 , UFC 3-301-01 and UFC 3-310-04 except as modified in this contract.

2.2 STEEL

2.2.1 Structural Steel

Wide flange and WT shapes, ASTM A992/A992M . Angles, Channels and Plates, ASTM A36/A36M.

2.2.2 Structural Steel Tubing

ASTM A500/A500M , Grade B.

2.2.3 Steel Pipe

ASTM A53/A53M, Type E or S, Grade B, weight class STD (Standard) or as indicated.

2.2.4 Mooring Fittings

Bollards and cleats shall be cast steel meeting the requirements of MIL-C-24707/1 or ASTM A27/A27M, Class 1. Details of fabrication shall meet the requirements shown.

2.3 TIE RODS

2.3.1 Bulkhead Tie Rod

ASTM A615/A615M , Grade 520 (75).

2.3.2 Protection of Tie Rods

Protection requirements are specified in Section 09 97 13.28 PROTECTION OF

BURIED STEEL BULKHEAD TIE RODS.

2.3.3 Tie Rod Hardware

Provide heavy hex nuts, bevel washers, plates, turnbuckles and couplers compatible with tie rods and provided by the tie rod manufacturer. Tie rod manufacturer shall have a minimum of 5 years experience in the manufacture

SECTION 05 12 00 Page 6 of tie rod systems.

2.4 FLOOR GRATING

Design steel grating in accordance with NAAMM MBG 53 for bar type gratings, or in accordance with manufacturer's charts for plank grating.

Galvanize steel floor gratings.

a. Design floor gratings to support a stress live load of 100 pounds per square foot or as indicated for the spans indicated, with maximum deflection of L/240.

b. Provide slip resistant surface finishes.

2.5 BOLLARDS/PIPE GUARDS

Provide 6 inch prime coated standard weight steel pipe in accordance with ASTM A53/A53M. Anchor posts in concrete as indicated and fill solidly with concrete with minimum compressive strength of 2500 psi.

2.6 LADDERS

Safety ladders shall be provided along the wharf/pier waterfront. Safety ladders shall be of Type 316 L, ASTM A240/A240M stainless steel.

2.7 BOLTS, NUTS, AND WASHERS

Submit the certified manufacturer's mill reports which clearly show the applicable ASTM mechanical and chemical requirements together with the actual test results for the supplied fasteners.

2.7.1 Common Grade Bolts

2.7.1.1 Bolts

ASTM A307, Grade A. 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.

2.7.1.2 Nuts

ASTM A563, Grade A, heavy hex style.

2.7.1.3 Washers

ASTM F844.

2.7.2 Foundation and Mooring Fitting Anchorage

2.7.2.1 Anchor Rods

ASTM F1554 Gr 36 105, Class 1A.

2.7.2.2 Anchor Nuts

ASTM A563, Grade A, hex style.

SECTION 05 12 00 Page 7

2.7.2.3 Anchor Washers

ASTM F844.

2.7.2.4 Anchor Plate Washers

ASTM A36/A36M.

2.8 STRUCTURAL STEEL ACCESSORIES

2.8.1 Welding Electrodes and Rods

AWS D1.1/D1.1M . Submit product data for welding electrodes and rods.

2.8.2 Non-Shrink Grout

ASTM C1107/C1107M , with no ASTM C827/C827M shrinkage. Grout must be nonmetallic. Submit product data for non-shrink grout.

2.8.3 Epoxy Grout

A suitable mixture of fine aggregate and epoxy binder, ASTM C881/C881M, Type III, Grade 3, Class B or C with mineral filler.

2.8.4 Welded Shear Stud Connectors

ASTM A29/A29M, Grades 1010 through 1020. AWS D1.1/D1.1M , Table 7.1, Type B.

2.9 GALVANIZING

ASTM F2329/F2329M , ASTM F1136/F1136M , ASTM F2833 or ASTM B695 for threaded parts or ASTM A123/A123M for structural steel members, as applicable, unless specified otherwise galvanize after fabrication where practicable.

2.10 FABRICATION

Fabrication must be in accordance with the applicable provisions of AISC 325 . Fabrication and assembly must be done in the shop to the greatest extent possible. Punch, subpunch and ream, or drill bolt holes perpendicular to the surface of the member.

Compression joints depending on contact bearing must have a surface roughness not in excess of 500 micro inch as determined by ASME B46.1 , and ends must be square within the tolerances for milled ends specified in

ASTM A6/A6M.

Shop splices of members between field splices will be permitted only where indicated on the Contract Drawings. Splices not indicated require the approval of the Contracting Officer.

2.10.1 Markings

Prior to erection, identify members by a painted erection mark.

Connecting parts assembled in the shop for reaming holes in field connections must be match marked with scratch and notch marks. Do not locate erection markings on areas to be welded. Do not locate match markings in areas that will decrease member strength or cause stress concentrations.

SECTION 05 12 00 Page 8

2.10.2 Shop Primer

SSPC Paint 20 or SSPC Paint 29 , (zinc rich primer). Shop prime structural steel, except as modified herein, in accordance with SSPC PA 1 . Do not prime steel surfaces embedded in concrete, galvanized surfaces, or surfaces within 0.5 inch of the toe of the welds prior to welding (except surfaces on which metal decking and shear studs are to be welded). If flash rusting occurs, re-clean the surface prior to application of primer. Apply primer to a minimum dry film thickness of 2.0 mil. Submit shop primer product data.

Prior to assembly, prime surfaces which will be concealed or inaccessible after assembly. Do not apply primer in foggy or rainy weather; when the ambient temperature is below 45 degrees F or over 95 degrees F; or when the primer may be exposed to temperatures below 40 degrees F within 48 hours after application, unless approved otherwise by the Contracting Officer. Repair damaged primed surfaces with an additional coat of primer.

2.10.2.1 Cleaning

SSPC SP 6/NACE No.3 . For sheeting pile system elements provide a coating system conforming to Section 09 97 13.26 COATING OF STEEL WATERFRONT STRUCTURES. Maintain steel surfaces free from rust, dirt, oil, grease, and other contaminants through final assembly.

2.11 DRAINAGE HOLES

Drill adequate drainage holes to eliminate water traps. Hole diameter must be 1/2 inch and location indicated on the detail drawings. Hole size and locations must not affect the structural integrity.

2.12 Mooring Fittings

Provide mooring fittings meeting the working capabilities indicated on the plans. Submit shop drawings for all mooring fittings. Submittal shall indicate thicknesses and dimensions and shall show construction details, reinforcement, anchorage, and installation with relation to the wharf construction. Include a written statement by the bollard manufacturer identifying the Bollard Working Load Capacity and certifying the capacity equals or exceeds required capacity indicated.

PART 3 EXECUTION

3.1 ERECTION

a. Erection of structural steel, must be in accordance with the applicable provisions of AISC 325 , AISC 303 and 29 CFR Part 1926, Subpart R .

After final positioning of steel members, provide full bearing under base plates and bearing plates using nonshrink grout. Place nonshrink grout in accordance with the manufacturer's instructions.

3.1.1 STORAGE

Store the material out of contact with the ground in such manner and…