Sol_140R1723Q0029.pdf

SEE ADDENDUMIS CHECKED

CODE 18a. PAYMENT WILL BE MADE BY

CODE

FACILITYCODE

17b. CHECK IF REMITTANCE IS DIFFERENT AND PUT SUCH ADDRESS IN OFFER

OFFEROR

R17

Hwy 155, PO Box 620 Grand Coulee Acquisition Group Pacific Northwest Region Bureau of Reclamation

0009906770 CODE 16. ADMINISTERED BYCODE

X

X

X

332312

SIZE STANDARD:

100.00 % FOR:SET ASIDE:UNRESTRICTED ORR17

RFPIFB

10. THIS ACQUISITION ISCODE

RFQ

14. METHOD OF SOLICITATION

13b. RATING

NAICS:

SMALL BUSINESS

09/29/2023 1000 PD

08/24/2023

5096339327Terry Mest (No collect calls)

INFORMATION CALL:

FOR SOLICITATION 8. OFFER DUE DATE/LOCAL TIMEb. TELEPHONE NUMBER a. NAME

4. ORDER NUMBER3. AWARD/ 6. SOLICITATION

140R1723Q0029

5. SOLICITATION NUMBER

SOLICITATION/CONTRACT/ORDER FOR COMMERCIAL ITEMS 1. REQUISITION NUMBER PAGE OF

1 145 0040610858OFFEROR TO COMPLETE BLOCKS 12, 17, 23, 24, & 30

Grand Coulee WA 99133

TELEPHONE NO.

17a. CONTRACTOR/

Grand Coulee WA 99133 Industrial Area Hwy 155 - Warehouse B - Door 6 Grand Coulee - Receiving Bureau of Reclamation-PN-GCPO

15. DELIVER TO

Grand Coulee WA 99133 Hwy 155, PO Box 620 Grand Coulee Acquisition Group Pacific Northwest Region

9. ISSUED BY

7.

2. CONTRACT NO.

EFFECTIVE DATE

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

ISSUE DATE

DELIVERY FOR FOB DESTINA-

TION UNLESS BLOCK IS

MARKED

11.

SEE SCHEDULE

12. DISCOUNT TERMS

THIS CONTRACT IS A

RATED ORDER UNDER

DPAS (15 CFR 700)

13a.

SERVICE-DISABLED

VETERAN-OWNED

SMALL BUSINESS

HUBZONE SMALL

BUSINESS

8(A)

Bureau of Reclamation

WOMEN-OWNED SMALL BUSINESS

(WOSB) ELIGIBLE UNDER THE WOMEN-OWNED

SMALL BUSINESS PROGRAM

EDWOSB

24.

AMOUNT

23.

UNIT PRICE

22.

UNIT

21.

QUANTITY

20.

SCHEDULE OF SUPPLIES/SERVICES

19.

ITEM NO.

Delivery: 09/30/2024

00010 One set of Pump Generating Plant Stoplogs pursuant to the attached Specifications

Set includes eleven (11) Stoplogs to be fabricated

- Three (3) Upper Tier Stoplogs

- Four (4) Intermediate Tier Stoplogs

- Four (4) Lower Tier Stoplogs

(Use Reverse and/or Attach Additional Sheets as Necessary)

HEREIN, IS ACCEPTED AS TO ITEMS:

XX

DATED

Terry Mest

. YOUR OFFER ON SOLICITATION (BLOCK 5),

INCLUDING ANY ADDITIONS OR CHANGES WHICH ARE SET FORTH

COPIES TO ISSUING OFFICE. CONTRACTOR AGREES TO FURNISH AND DELIVER

ARE

ARE

31c. DATE SIGNED

27b. CONTRACT/PURCHASE ORDER INCORPORATES BY REFERENCE FAR 52.212-4. FAR 52.212-5 IS ATTACHED. ADDENDA

31a. UNITED STATES OF AMERICA (SIGNATURE OF CONTRACTING OFFICER)

30c. DATE SIGNED 31b. NAME OF CONTRACTING OFFICER (Type or print)

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

SHEETS SUBJECT TO THE TERMS AND CONDITIONS SPECIFIED.

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

26. TOTAL AWARD AMOUNT (For Govt. Use Only)

OFFER

STANDARD FORM 1449 (REV. 2/2012)

Prescribed by GSA - FAR (48 CFR) 53.212

ARE NOT ATTACHED.

ARE NOT ATTACHED.

AUTHORIZED FOR LOCAL REPRODUCTION

PREVIOUS EDITION IS NOT USABLE

30b. NAME AND TITLE OF SIGNER (Type or print)

30a. SIGNATURE OF OFFEROR/CONTRACTOR

28. CONTRACTOR IS REQUIRED TO SIGN THIS DOCUMENT AND RETURN

25. ACCOUNTING AND APPROPRIATION DATA

29. AWARD OF CONTRACT:

REF.

32e. MAILING ADDRESS OF AUTHORIZED GOVERNMENT REPRESENTATIVE

32c. DATE 32b. SIGNATURE OF AUTHORIZED GOVERNMENT REPRESENTATIVE

ACCEPTED, AND CONFORMS TO THE CONTRACT, EXCEPT AS NOTED:

32a. QUANTITY IN COLUMN 21 HAS BEEN

RECEIVED INSPECTED

40. PAID BY39. S/R VOUCHER NUMBER38. S/R ACCOUNT NUMBER

37. CHECK NUMBER

FINALPARTIAL

36. PAYMENT

FINALPARTIAL

35. AMOUNT VERIFIED

CORRECT FOR

34. VOUCHER NUMBER33. SHIP NUMBER

COMPLETE

32g. E-MAIL OF AUTHORIZED GOVERNMENT REPRESENTATIVE

42d. TOTAL CONTAINERS42c. DATE REC'D (YY/MM/DD)

42b. RECEIVED AT (Location)

42a. RECEIVED BY (Print)

41c. DATE41b. SIGNATURE AND TITLE OF CERTIFYING OFFICER

41a. I CERTIFY THIS ACCOUNT IS CORRECT AND PROPER FOR PAYMENT

STANDARD FORM 1449 (REV. 2/2012) BACK

24.

AMOUNT

23.

UNIT PRICE

22.

UNIT

21.

QUANTITY

20.

SCHEDULE OF SUPPLIES/SERVICES

19.

ITEM NO.

Product/Service Code: 5450

Product/Service Description: MISCELLANEOUS

PREFABRICATED STRUCTURES

32f. TELEPHONE NUMBER OF AUTHORIZED GOVERNMENT REPRESENTATIVE

32d. PRINTED NAME AND TITLE OF AUTHORIZED GOVERNMENT REPRESENTATIVE

145 2 of

U.S. Department of the Interior SPECIFICATIONS Bureau of Reclamation C-PN Region Boise, Idaho April 2023

Second Set of PGP Stoplogs

John W. Keys III Pump-Generating Plant Columbia Basin Project, Washington Solicitation No. 140R1723Q0029

This page intentionally left blank.

John W. Keys III Pump Generating Plant

FOREWORD

Work includes fabricating, coating, and delivering steel stoplogs to the John W. Keys III Pump- Generating Plant at Grand Coulee Dam, located approximately 90 miles west of Spokane, Washington.

FOR DUE DATE OF QUOTE, SEE "SOLICITATION, OFFER, AND AWARD,"

STANDARD FORM 1449.

Grand Coulee Dam, Washington Second Set of PGP Stoplogs Solicitation No. 140R1723Q0029

Table of Contents

00 01 10 - 1

SECTION C - DESCRIPTION / SPECIFICATIONS

TABLE OF CONTENTS:

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 Summary of Work 01 12 40 Construction Sequencing 01 31 19 Project Management and Coordination 01 33 00 Submittals 01 35 10 Safety Data Sheets 01 42 10 Reference Standards 01 46 00 Quality Procedures 01 78 30 Project Record Documents

DIVISION 09 – FINISHES

09 96 20 Coatings

DIVISION 35 – WATERWAY AND MARINE CONSTRUCTION

35 21 20 Stoplogs

DIVISION 51 – INFORMATION AVAILABLE TO OFFERORS

51 00 00 Information Available to Offerors 51 00 10 Photographs

DIVISION 52 – DRAWINGS

52 00 00 Drawings

END OF SECTION

Table of Contents

00 01 10 - 2

Price Schedule

B - 1

CONTINUATION OF

SECTION B – SUPPLIES OR SERVICES AND PRICES

John W. Keys III Pump-Generating Plant Grand Coulee Dam

B.1 PRICE SCHEDULE

(a) Quotes will be considered for award on the following Price Schedule, but no offer will be considered for award on only a part of the Price Schedule.

(b) Quotes are subject to the terms and conditions of this solicitation.

(c) Definitions:

(1) CLIN – Contract Line Item Number

PRICE SCHEDULE

CLIN Section Supplies or Services Quantity and Unit

Unit Price

Amount

1 35 21 20 Second Set of PGP Stoplogs 1 Set $

TOTAL FOR PRICE SCHEDULE $_________________

B.2 END OF SUPPLIES OR SERVICES AND PRICES

Price Schedule B - 2

Signature Sheet / Certification of Technical Specifications

Project Title: Second Set of PGP Stoplogs

Region: Columbia Pacific Northwest Interior Region 9

Technical Specifications Project Title: Second Set of PGP Stoplogs

Prepared by: ___________________________________ Date: _______________________

Technical Approval: _____________________________ Date: _______________________

1. The person signing the specifications package as “Prepared by” shall have developed or assembled the written specifications.

2. The person signing the specifications package for “Technical Approval” shall have been in responsible charge of the overall design including developing or assembling the specifications. This person will typically be the design team leader. In cases where the designs described by the specifications meet the criteria for preparation by a registered engineer or architect, this person shall be registered with the applicable professional designation after their signature, such as P.E. for professional engineer or R.A. for registered architect. By this signature, this person is certifying the written specifications convey the design intent as portrayed on the drawings included therein. For specifications package containing designs from multiple disciplines, it is the signing individual’s responsibility to ensure (using procedures defined by his/her organization) that the technical information prepared by other professions and disciplines and depicted in the document is compatible with the overall design intent and that the documents used to depict that information (e.g., drawings) include signatures with appropriate professional registration designations.

3. Revisions to designs after drawings and written specifications are originally signed will be reviewed by a design team representative (typically the design team leader). The review of written specifications revisions must be documented on a signature sheet included with the revised written specifications (see below).

AMD/MOD

No.

Technical Approval Signature:

Prepared By Signature:

Revised Sections:

BENJAMIN TAYLOR Digitally signed by BENJAMIN TAYLOR Date: 2022.09.23 15:07:53 -06'00'

BYRON VAN ORDEN Digitally signed by BYRON VAN ORDEN Date: 2022.09.23 15:12:51 -06'00'

DIVISION 01 - GENERAL REQUIREMENTS

Summary of Work

01 11 00 - 1

SECTION 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1.01 PRINCIPAL COMPONENTS OF WORK

A. Fabricate and furnish a second set of stoplogs for the John W. Keys III Pump-Generating Plant at Grand Coulee Dam. Work includes:

1. Preparing required submittals

2. Fabricating steel components

3. Furnishing commercially available items including bolts, nuts, neoprene bulb seals, leaf springs, and coil springs.

4. Weld inspection

5. Shop testing

6. Coating

7. Assembly

8. Delivery

B. The intent of these specifications is to furnish a second set of stoplogs which reasonably match the current set of stoplogs.

1.02 SPECIFICATIONS REQUIREMENTS

A. Requirements in Division 1, General Requirements, apply to Divisions 2 through 52.

B. Imperative statements in these specifications are Contractor requirements, unless otherwise stated.

C. Where specifications are written in streamlined form, words “shall be” are included by inference where a colon (:) is used within sentence or phrase.

1.03 DEFINITIONS

A. When specifications use a word or term defined in Federal Acquisition Regulations (FAR), definition of the word or term shall be in accordance with FAR sections in effect at the time solicitation was issued.

1.04 ACRONYMS

A. The following acronyms apply to specifications Divisions 1 through 52:

1. CO: Contracting Officer.

Summary of Work

01 11 00 - 2

2. COR: Contracting Officer’s Representative.

3. PGP: John W. Keys III Pump-Generating Plant

4. RSN: Required Submittal Number

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

Construction Sequencing

01 12 40 - 1

SECTION 01 12 40

CONSTRUCTION SEQUENCING

PART 1 GENERAL

1.01 MEASUREMENT AND PAYMENT

A. Cost:

1. Include in prices offered in the Price Schedule for other items of work.

1.02 GENERAL

A. The intent of the prescribed sequence is to allow the Government to perform test installations of one stoplog from each tier, before the remaining stoplogs in each tier are fabricated, as a final fit-check.

B. Stoplog identification:

1. Stoplogs 1 through 4 are in the lower tier.

2. Stoplogs 5 through 8 are in the intermediate tier.

3. Stoplogs 9 through 11 are in the upper tier.

4. When installed, Stoplog 1 is at the bottom of the stack.

5. When installed, Stoplog 11 is at the top of the stack.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

3.01 REQUIRED SEQUENCE

A. Fabricate and deliver stoplogs in the following sequence:

1. As soon as practicable after award, fabricate and deliver Stoplog 1.

2. Allow 30 days for Government to test install Stoplog 1.

3. Do not begin fabrication of any other stoplog until 30 days after delivery of

Stoplog 1, unless otherwise directed by the CO.

a. If the Government’s test installation is successfully completed in less than

30 days, the CO may direct the Contractor to proceed with fabrication of Stoplog 5 and the remaining lower tier stoplogs.

Construction Sequencing

01 12 40 - 2

4. No earlier than 30 days after delivery of Stoplog 1 (unless otherwise directed), begin fabrication of Stoplog 5 and the remaining lower tier stoplogs.

5. Deliver Stoplog 5 as soon as practicable.

6. After delivery of Stoplog 5, allow 30 days for Government to test install Stoplog

5.

7. Do not begin fabrication of any other intermediate tier or upper tier stoplog until

30 days after delivery of Stoplog 5, unless otherwise directed by the CO.

a. If the Government’s test installation is successfully completed in less than

30 days, the CO may direct the Contractor to proceed with fabrication of Stoplog 9 and the remaining intermediate tier stoplogs.

8. No earlier than 30 days after delivery of Stoplog 5 (unless otherwise directed), begin fabrication of Stoplog 9 and the remaining intermediate tier stoplogs.

9. Deliver Stoplog 9 as soon as practicable.

10. After delivery of Stoplog 9, allow 30 days for Government to test install Stoplog

9.

11. Do not begin fabrication of the remaining upper tier stoplogs until 30 days after delivery of Stoplog 9, unless otherwise directed by the CO.

a. If the Government’s test installation is successfully completed in less than

30 days, the CO may direct the Contractor to proceed with fabrication of the remaining upper tier stoplogs.

3.02 QUALITY PROCEDURES

A. At the time of delivery, Stoplogs 1, 5, and 9 are not considered accepted.

B. Any manufacturing defect discovered during the Government’s test installation shall be addressed in accordance with FAR 52.212-4 “Contract Terms and Conditions.”

C. The Contractor is responsible for loading and freight associated with transporting the stoplog to and from the fabrication facility to address manufacturing defects.

Project Management and Coordination

01 31 19 - 1

SECTION 01 31 19

PROJECT MANAGEMENT AND COORDINATION

PART 1 GENERAL

1.01 MEASUREMENT AND PAYMENT

A. Cost:

1. Include in prices offered in the Price Schedule for other items of work.

1.02 PROJECT COORDINATION

A. The following meetings are considered significant, but do not relieve the Contractor from the responsibility of other meetings required by the specifications.

1. Progress Review Meetings:

a. Meeting shall be held weekly at a location selected by the COR. Prepare agenda and distribute 24 hours before the meeting.

b. Prepare and distribute meeting minutes.

c. Attendees: Responsible representatives who have been fully informed of specifications with respect to technical requirements, and coordination necessary to complete construction. Representatives shall be determined on an as needed basis and typically should include:

1) Project Manager from Contractor.

2) COR and other Representatives from Bureau of Reclamation.

3) Representatives may attend by telephone and / or video conference.

d. Purpose:

1) Review, schedule, construction progress, and coordination.

a) Review submittals register, submittals currently in review and approval, and meeting submittals due dates or delivery time frames.

b) Review safety, security, environmental, schedule, project issues and concerns, submittals, contractor Requests for Information (RFI), Requests for Proposals (RFP), pending Contract Modifications, and other project related items.

c) Provide 3 week look-ahead schedule at least 2 hours before start of meeting.

d) Review as-built drawings.

Project Management and Coordination

01 31 19 - 2

e) Provide meeting minutes from the previous weekly meeting.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Submittals

01 33 00 - 1

SECTION 01 33 00

SUBMITTALS

PART 1 GENERAL

1.01 MEASUREMENT AND PAYMENT

A. Cost:

1. Include in prices offered in the Price Schedule for other items of work.

1.02 REFERENCE STANDARDS

A. American Society of Mechanical Engineers (ASME)

1. ASME Y14.1-12 Decimal-inch Drawing Sheet Size and

Format

B. National Institute of Building Sciences (NIBS)

1. NIBS NCS-14 United States National CAD Standards, Version 6

1.03 DEFINITIONS

A. Days: Calendar days.

B. Required Submittal Number (RSN): Identifies items to be submitted together as a complete submittal.

C. Shop Drawings:

1. Drawings, submitted to the Government by the Contractor, subcontractor, or any lower tier subcontractor pursuant to a contract, showing in detail (1) the proposed fabrication and assembly of structural elements, and (2) the installation (i.e., fit, and attachment details) of materials or equipment. It includes drawings, diagrams, layouts, schematics, descriptive literature, illustrations, schedules, performance and test data, and similar materials furnished by the Contractor to explain in detail specific portions of the work required by the contract. The Government may duplicate, use, and disclose in any manner and for any purpose shop drawings delivered under this contract.

2. The Contractor shall coordinate shop drawings, and review them for accuracy, completeness, and compliance with contract requirements and shall indicate its approval thereon as evidence of such coordination and review. Shop drawings submitted to the CO without evidence of the Contractor’s approval may be returned for resubmission. The CO will indicate an approval or disapproval of the shop drawings and if not approved as submitted shall indicate the Government’s reasons therefor. Any work done before such approval shall be at the

01 33 00 - 2

Contractor’s risk. Approval by the CO shall not relieve the Contractor from responsibility for any errors or omissions in such drawings, nor from responsibility for complying with the requirements of this contract, except with respect to variations described and approved.

D. Deliverables: submittals transmitted after award.

1.04 TRANSMITTAL PROCEDURES

A. Transmit all submittals electronically.

B. Pre-award: transmit in accordance with instructions provided in the posted solicitation.

C. Post-award:

1. Upon award, the Contracting Officer will provide a list of Government personnel email addresses. Unless otherwise directed by the Contracting Officer, transmit submittals to a distribution list of all email addresses provided.

2. Provide the following information in each email transmittal.

a. Contract number and title.

b. List RSN for each attached submittal. More than one RSN may be submitted under one email transmittal.

c. Identify each submittal as initial or resubmittal.

1.05 FORMAT REQUIREMENTS

A. In case of conflict between requirements of this section and requirements included elsewhere in these specifications, requirements included elsewhere take precedence.

B. General:

1. Prepare in English.

2. Each RSN will be a single PDF document. The document name will be the RSN number.

3. Measurement Units: US Customary Units.

C. Drawings:

1. Minimum Identification in Title Block:

a. Contract number and title.

b. Contractor’s or supplier’s title and drawing number.

c. Date.

2. Reserve 3- by 3-inch space next to title block for review stamps.

3. Size: D size (22 inches by 34 inches) as defined by ASME Y14.1.

01 33 00 - 3

4. Draw to scale using computer drafting or drafting equipment, unless otherwise specified.

a. Computer drafted drawings:

1) In accordance with NIBS NCS.

2) Electronic file format: Compatible with AUTOCAD, Version

2018 or later.

3) Compile using “eTransmit” utility in AUTOCAD.

b. Drawing prepared with drafting equipment, when allowed: Lettering shall be neat.

5. Drawings Designated as “Government Format” in Specifications:

a. Computer drafted.

b. Government will provide an electronic AutoCAD format template.

c. Title block and sheet format:

1) Government will provide template.

2) Government will provide specific title block information to be used.

6. Final Drawings:

a. Computer drafted.

b. Government will provide an electronic AutoCAD format template.

c. Show as-built changes, including revision dates, made during installation.

Indicate changes by clouding.

D. Product Data:

1. Mark manufacturer's data for commercial products or equipment, such as catalog cut sheets.

a. Identify manufacturer's name, type, model, size, and characteristics.

b. Illustrate that product or equipment meets requirements of specifications.

c. Strike through items that do not apply.

E. Certifications:

1. Certifications by a Registered Professional: Signed and sealed by registered professional.

2. Manufacturer’s Certifications: Signed by authorized representative of manufacturer.

F. Photographs:

1. When requested.

01 33 00 - 4

2. Each COR requested view.

a. Include contract number, date when picture was taken, and description.

3. Format:

a. PDF

1.06 SUBMITTAL REQUIREMENTS

A. With contractor quote, submit each RSN in Table 01 33 00A – List of Information to Submit with Quote.

1. Provide in accordance with FAR 52.212-1, Instructions to Offerors, Commercial

Items

B. After award, submit each RSN in Table 01 33 00B – List of Deliverables. Provide by the due date identified on Table 01 33 00B – List of Deliverables.

C. Table 01 33 00B – List of Deliverables identifies the deliverable type. The Government will act on deliverable types as follows:

1. A - Action:

a. Government will respond as to adequacy of submittal.

b. Action Submittals: Considered “shop drawings”.

2. I - Informational:

a. Government will acknowledge receipt of Informational submittals.

b. Government may reject an Informational submittal when the submittal does not satisfy contract requirements. Contractor shall correct mistakes or deficiencies in rejected Informational submittals and resubmit.

c. Informational Submittals: Considered “shop drawings”.

D. Submit only checked submittals. Submittals without evidence of Contractor's approval will be returned for resubmission.

E. Submit complete sets of required materials for each RSN as specified. A complete set includes listed items for RSNs with multiple parts.

F. Resubmittal of submittals not approved:

1. Mark changes such that they are readily identifiable and show revision date.

2. Describe reasons for significant changes in transmittal letter.

3. Resubmit returned submittals within 28 days after receiving the comments, unless otherwise directed.

4. Requirements for initial submittals apply to resubmittals.

01 33 00 - 5

1.07 REVIEW OF DELIVERABLES

A. Time Required:

1. Deliverable review will require 21 days for review of each deliverable or resubmittal of deliverable, unless otherwise specified.

2. Time required for review of each deliverable or resubmittal of deliverable begins when complete sets of materials required for a particular RSN are received and extends through return mailing postmark date.

B. Time in Excess of Specified:

1. CO may extend contract completion date to allow additional time for completing work affected by excess review time.

a. Time extension will be to extent that excess review time caused delay to contract completion date.

b. Time extension will not exceed time used in excess of specified number of days for review of submittals or resubmittals.

c. Concurrent days of excess review time resulting from review of 2 or more separate submittals or resubmittals will be counted only once in extending contract completion date.

2. No time extension will be allowed if Contractor fails to make complete action deliverables in sequence and within time periods specified.

3. Adjustment for delay will be made only to the extent that:

a. Approval was required under the contract, and.

b. Requests for approval were properly and timely submitted and were approved.

4. Adjustment will be subject to terms of the clause at FAR 52.212-4, Contract

Terms and Conditions – Commercial Items.

C. Return of Deliverables:

1. Return of deliverables will be electronic response or hard copy, as applicable.

2. Action deliverables: 1 set of deliverables required for action will be returned either approved, approved with comments, or not approved.

a. Revise and resubmit deliverables not approved.

b. Do not change designs without approval of CO after drawings, documentation, and technical data have been approved.

3. Informational deliverables: Government will acknowledge Informational deliverables.

a. Informational deliverables will not be returned when they satisfy contract requirements.

01 33 00 - 6

b. Informational deliverables that do not satisfy contract requirements may be returned for resubmittal or additional information may be requested.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

01 33 00 - 7

Table 01 33 00A – List of Information to Submit with Quote

RSN

Clause or

Section Title

Submittal Name

09 96 20-3 Coatings Qualifications 35 21 20-1 Stoplogs Fabricator’s

Approval Data 35 21 20-2 Stoplogs Verification

Inspector’s Approval Data

Table 01 33 00B - List of Deliverables

* Submittal Types: A - Action, I – Information

NTP: Notice to Proceed

RSN

Clause or

Section Title

Submittals required Due date or delivery time

Type

01 35 10-1 Safety Data Sheets

Complete LHM and

SDS

At least 14 days before hazardous materials are delivered to jobsite

I

01 35 10-2 Safety Data Sheets

Updated LHM and

SDS

At least 14 days before hazardous materials are delivered to jobsite

I

01 78 30-1 Project Record Documents

Electronic Media Release Form

Within 7 days of NTP I

01 78 30-2 Project Record Documents

Draft As-built Drawings

Within 14 days after all stoplogs are delivered

I

01 78 30-3 Project Record Documents

Final As-built Drawings

Within 21 days after receiving comments to the draft

A

01 78 30-4 Project Record Documents

Final Electronic Drawings

Within 7 days after approval of final as-built drawings

I

09 96 20-1 Coatings Approval Data Within 28 days after

NTP

A

09 96 20-2 Coatings Final Approval Data At least 21 days before commencing any coating activities

A

09 96 20-4 Coatings Quality Control Plan Within 28 days after

NTP

A

09 96 20-5 Coatings Contractor Quality Testing Report

Within 7 days of completing testing

A

35 21 20-3 Stoplogs Shop Drawings Within 60 days after

NTP

A

35 21 20-4 Stoplogs Material Certifications

Within 7 days of receiving raw material

I

01 33 00 - 8

RSN

Clause or

Section Title

Submittals required Due date or delivery time

Type

35 21 20-5 Stoplogs Product Data Within 28 days after

NTP

A

35 21 20-6 Stoplogs Weld Test Results Within 7 days of performing tests of individual stoplogs

I

35 21 20-7 Stoplogs Shop Test Results Within 7 days of performing tests of individual stoplogs

I

35 21 20-8 Stoplogs Weight tickets Within 7 days of weighing individual stoplog

I

Safety Data Sheets

01 35 10 - 1

SECTION 01 35 10

SAFETY DATA SHEETS

PART 1 GENERAL

1.01 MEASUREMENT AND PAYMENT

A. Cost:

1. Include in prices offered in the Price Schedule for other items of work.

1.02 DEFINITIONS

A. LHM: List of Hazardous Materials.

B. SDS: Safety Data Sheet.

1. Referred to as Material Safety Data Sheets in the clause at 52.223-3, Hazardous

Material Identifications and Material Safety Data - Alternate 1.

1.03 APPLICATION

A. For the purposes of this contract, “delivered under this contract” in paragraph (b) of the clause at FAR 52.223-3, Hazardous Material Identification and Material Safety Data - Alternate 1, includes:

1. Materials delivered to Government.

2. Materials incorporated into work.

3. Materials used by the Contractor during contract performance at the jobsite.

1.04 SUBMITTALS

A. Submit the following in accordance with Section 01 33 00 - Submittals.

B. RSN 01 35 10-1, Complete LHM and SDS.

C. RSN 01 35 10-2, Updated LHM and SDS:

1. Comply with paragraph (e) of clause at FAR 52.223-3, Hazardous Material

Identification and Material Safety Data - Alternate 1.

1.05 DELIVERY

A. Do not deliver hazardous materials to jobsite which are not included on original or previously updated LHM and SDS before receipt of updated LHM and SDS by COR.

Safety Data Sheets

01 35 10 - 2

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Reference Standards

01 42 10 - 1

SECTION 01 42 10

REFERENCE STANDARDS

PART 1 GENERAL

1.01 MEASUREMENT AND PAYMENT

A. Cost:

1. Include in prices offered in the Price Schedule for other items of work.

1.02 REFERENCE STANDARDS

A. Referenced editions of standard specifications, codes, and manuals form a part of this specification to the extent referenced.

B. These specifications take precedence when conflicting requirements occur between specifications and referenced standard.

1.03 JOBSITE REFERENCE STANDARDS

A. Maintain at fabrication site, access to referenced standard specifications, codes, and manuals required for work in progress at fabrication site. Make available for use by the Government.

B. Maintain onsite, access to referenced standard specifications, codes, and manuals required for onsite work in progress. Make available for use by the Government.

1.04 AVAILABILITY

A. Code of Federal Regulations (CFR):

1. Available online, authorized by the National Archives and Records

Administration (NARA) and the Government Printing Office (GPO), at http://www.gpo.gov/fdsys/search/home.action

B. Federal Specifications, Standards, and Commercial Item Descriptions; and Military Specifications:

1. Copies of Federal Specifications, Standards, and Commercial Item Descriptions may be obtained from GSA Federal Supply Service, see the provision at FAR 52.211-1, Availability of Specifications Listed in the GSA Index of Federal Specifications, Standards and Commercial Item Descriptions, FPMR Part 101-29.

2. Copies of Military Specifications may be obtained from Department of Defense, see the provision at FAR 52.211-2, Availability of Specifications, Standards, and Data Item Descriptions Listed in the Acquisition Streamlining and Standardization Information System (ASSIST).

http://www.gpo.gov/fdsys/search/home.action

01 42 10 - 2

C. Bureau of Reclamation Documents:

1. Reclamation Safety and Health Standards (RSHS) may be downloaded at https://www.usbr.gov/safety/rshs/index.html.

a. Hard copies of RSHS, stock number 024-003-00204-6, may be purchased from The Superintendent of Documents at the U.S. Government Printing Office (GPO), phone number 202-512-1800. Hard copies of RSHS are subject to revisions posted on the site shown above.

1) GPO online bookstore:

http://bookstore.gpo.gov/actions/GetPublication.do?stocknumber= 024-003-00204-6.

2. Bureau of Reclamation manuals and other publications including significant scientific, technical, and engineering works are available from the National Technical Information Service (NTIS). Information regarding availability and pricing may be obtained by contacting NTIS at the following address:

United States Department of Commerce National Technical Information Service 5285 Port Royal Road Springfield, VA 22161 Telephone: 703-487-4650 or 1-800-553-6847

D. Industrial and Governmental Documents:

1. When a reference has a joint designation (e.g. ANSI/IEEE) these specifications generally cite the proponent organization (e.g. IEEE).

2. Addresses for obtaining industrial and governmental (other than Federal and

Bureau of Reclamation specifications and standards) specifications, standards, and codes are listed in Table 01 42 10A - Addresses for Specifications, Standards, and Codes.

Table 01 42 10A - Addresses for Specifications, Standards, and Codes

Acronym Name and Address Telephone

AISC American Institute of Steel Construction One East Wacker Drive, Suite 3100 Chicago, IL 60601-2001 www.aisc.org

312-670-2400

ANSI American National Standards Institute 1819 L. Street, NW.

Washington, DC 20036 www.ansi.org

202-293-8020 http://bookstore.gpo.gov/actions/GetPublication.do?stocknumber=024-003-00204-6 http://bookstore.gpo.gov/actions/GetPublication.do?stocknumber=024-003-00204-6 http://www.aisc.org/ http://www.ansi.org/

01 42 10 - 3

Table 01 42 10A - Addresses for Specifications, Standards, and Codes

Acronym Name and Address Telephone

ASTM ASTM International P.O. Box C700 100 Barr Harbor Drive West Conshohocken, PA 19428-2959 www.astm.org

610-832-9585

AWS American Welding Society 550 NW LeJeune Road Miami, FL 33126 www.amweld.org

800-443-9353 305-443-9353

NACE NACE International 1440 South Creek Drive Houston, TX 77084 www.nace.org

281-228-6200

NIBS National Institute of Building Sciences 1090 Vermont Avenue, NW., Suite 700 Washington, DC 20005-4905 www.nibs.org

202-289-7800

SSPC SSPC: The Society for Protective Coatings 40 24th Street, 6th Floor Pittsburgh, PA 15222-4656 www.sspc.org

800-837-8303 412-281-2331

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

END OF SECTION

http://www.astm.org/ http://www.amweld.org/ http://www.nace.org/ http://www.nibs.org/ http://www.sspc.org/

01 42 10 - 4

Quality Procedures

01 46 00 - 1

SECTION 01 46 00

QUALITY PROCEDURES

PART 1 GENERAL

1.01 MEASUREMENT AND PAYMENT

A. Cost:

1. Include in prices offered in the Price Schedule for other items of work.

1.02 DEFINITIONS

A. Government Contract Quality Assurance: (from FAR 46.101) Various functions, including inspection, performed by the Government to determine whether a contractor has fulfilled the contract obligations pertaining to quality and quantity.

B. Contractor Quality Assurance / Quality Control (QA/QC): Activities performed by the Contractor to ensure work conforms to contract requirements.

1. The clause at FAR 52.212-4 – Contract Terms and Conditions – Commercial

Products and Commercial Services, requires the Contractor to establish an inspection system to ensure quality.

2. Contractor QA/QC includes activities in addition to specified Contractor Quality Testing to ensure work conforms to contract requirements.

C. Contractor Quality Testing: Specified tests shall be performed by the Contractor.

1. The Government will evaluate results of these tests when determining acceptability of work.

2. The Contractor may use the test results as part of Contractor QA/QC.

a. The Government anticipates that these tests will be part of the Contractor’s QA/QC program, however the tests do not relieve the Contractor of maintaining adequate quality system in accordance with the clause at FAR 52.212-4 – Contract Terms and Conditions – Commercial Products and Commercial Services.

PART 2 PRODUCTS

Quality Procedures

01 46 00 - 2

PART 3 EXECUTION

3.01 FINAL ACCEPTANCE PROCEDURES

A. The Contractor may deliver individual, complete stoplogs to Grand Coulee Dam.

1. Comply with the sequencing requirements stated in Section 01 12 40 –

Construction Sequencing.

B. The Government will not consider individual stoplogs as accepted items.

C. Acceptance will only occur after the Government has performed a successful test installation of the complete set of stoplogs, at Grand Coulee Dam.

1. The Government will perform a test installation of the complete set of stoplogs within 30 days of receiving the complete set.

D. In accordance with FAR 52.212-4 “Contract Terms and Conditions” the Government may inspect or test any stoplog tendered for acceptance and require repair of nonconforming stoplogs.

1. The Contractor is responsible for loading and freight associated with transporting the stoplog to and from the fabrication facility to address manufacturing defects.

Project Record Documents

01 78 30 - 1

SECTION 01 78 30

PROJECT RECORD DOCUMENTS

PART 1 GENERAL

1.01 MEASUREMENT AND PAYMENT

A. Cost:

1. Include in prices offered in the Price Schedule for other items of work.

1.02 SUBMITTALS

A. Submit the following in accordance with Section 01 33 00 - Submittals.

B. RSN 01 78 30-1, Electronic Media Release Form, Upon Request.

1. Refer to Article 1.03 Electronic Drawings below.

C. RSN 01 78 30-2, Draft As-built Drawings

D. RSN 01 78 30-3, Final As-built Drawings

E. RSN 01 78 30-4, Final Electronic Drawings:

1. Drawings shall be provided in AutoCAD drawing (.dwg) format and Adobe

Acrobat (.pdf) format on CD-ROM or DVD.

2. Drawings or output data files produced on a Computer Aided Design and Drafting

(CADD) system and furnished to Reclamation shall be compatible with 2021 Autodesk products, .DWG file format, manufactured by Autodesk, Inc., Sausalito, CA. CO may require other versions of Autodesk.

3. Deliverables shall be “eTransmit” from with the Civil 3D application, to package .DWG files with all resource files and dependencies including fonts, external references and images.

4. Updated with all changes as marked on the draft As-built drawings to reflect approval comments.

1.03 ELECTRONIC DRAWINGS

A. CADD Files, including template, will be distributed upon request, after:

1. Notice to Proceed.

2. Contractor signs form in Section 51 00 50 – Electronic Media Release.

Project Record Documents

01 78 30 - 2

1.04 AS-BUILT DRAWINGS

A. The Contractor’s approved shop drawings, updated to reflect any changes made during fabrication, shall form the basis of the as-built drawings.

B. The Contractor shall prepare as-built drawings using the Government’s AutoCAD template and drafting standards. Information on Government drafting standards and practices will be available upon request.

C. The Government will provide unique drawings numbers for the as-built drawings. Make request for drawing numbers after shop drawings are approved.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

DIVISIONS 02 THROUGH 08 - NOT USED

DIVISION 09 – FINISHES

Coatings

09 96 20 - 1

SECTION 09 96 20

COATINGS

PART 1 GENERAL

1.01 MEASUREMENT AND PAYMENT

A. Cost:

1. Include in prices offered the Price Schedule for other items of work.

1.02 REFERENCE STANDARDS

A. ASTM International (ASTM)

1. ASTM C920-18 Elastomeric Joint Sealants

2. ASTM D870-17 Testing Water Resistance of Coatings Using

Water Immersion

3. ASTM D2794-93(2019) Resistance of Organic Coatings to the

Effects of Rapid Deformation (Impact)

4. ASTM D3276-21 Guide for Painting Inspectors – Metal

Substrates

5. ASTM D4060-19 Abrasion Resistance of Organic Coatings by the Taber Abraser

6. ASTM D4285-83(2018) Indicating Oil or Water in Compressed Air

7. ASTM D4541-17 Pull-Off Strength of Coatings Using

Portable Adhesion Testers

8. ASTM D5894-21 Cyclic Salt Fog/UV Exposure of painted

Metal, (Alternating Exposures in a Fog/Dry Cabinet and a UV/Condensation Cabinet)

9. ASTM G8-96(2019) Cathodic Disbonding of Pipeline Coatings

B. International Organization for Standardization (ISO)

1. ISO 8502-3:17 Assessment of dust on Steel Surface

Prepared for Painting (Pressure-Sensitive Tape Method)

C. The Society for Protective Coatings (SSPC)/NACE International (NACE)

1. SSPC-AB1-17 Mineral and Slag Abrasives

2. SSPC-AB2-16 Cleanliness of Recycled Ferrous Metallic

Abrasives

09 96 20 - 2

3. SSPC-AB3-17 Newly Manufactured or Re-Manufactured Steel Abrasives

4. SSPC-Guide 15-13 Field Methods for Retrieval and Analysis of Soluble Salts on Substrates and Other Nonporous Substrates

5. SSPC-PA1-16 Shop, Field, and Maintenance Painting of Steel

6. SSPC-PA2-22 Measurement of Dry Paint Thickness with Magnetic Gages

7. SSPC-SP1-16 Solvent Cleaning

8. SSPC-SP10/NACE 2-07 Near-White Blast Cleaning

9. SSPC-VIS1-12 Guide and Reference Photographs for Steel

Surfaces Prepared by Abrasive Blast Cleaning

10. SSPC Paint Manual Volume 1, Good Painting Practices, Fourth Edition 2002

11. NACE SP 0188-06 Discontinuity (Holiday) Testing of New Protective Coatings on Conductive Substrates

12. NACE SP 0287-16 Field Measurement of Surface Profile of Abrasive Blast Cleaned Steel Surfaces Using a Replica Tape

13. NACE RP 0288-04 Recommended Practices for Inspection of Linings on Steel and Concrete.

14. NACE SP 0178-07 Detail, Finish, and Design Considerations for Immersion Service.

1.03 SUBMITTALS

A. Submit the following in accordance with Section 01 33 00 - Submittals.

B. RSN 09 96 20-1, Approval Data:

1. For each coating material:

a. Manufacturer’s product data, application, and SDS sheets.

b. Supplier’s name, address, and phone number.

c. Identification of “Items to be coated” including sub-letter and sub-number listed in Coating Tabulations.

2. For each caulk and filler:

a. Manufacturer’s product data, application, and SDS sheets.

09 96 20 - 3

b. Supplier’s name, address, and phone number.

c. Identification of areas of use including sub-letter and sub-number listed in

Coating Tabulations.

3. For each substituted coating material “equal” to specified product in Coating

Tabulation:

a. List of not less than 5 similar successful material applications:

1) Project name, location, type of structure, and application dates.

2) Owner’s name, address, and telephone number.

b. Certification that material meets or exceeds specified requirements:

1) Manufacturer’s certification including technical representative’s signature and date of signature.

2) Independent laboratory’s certified test reports.

C. RSN 09 96 20-2, Final Approval Data:

1. For each coating material and thinner:

a. Purchase orders including order number, date, manufacturer’s designated product name, batch number(s), and quantity purchased.

D. RSN 09 96 20-3, Qualifications:

1. Coating Contractor provide the following:

a. List not less than 5 comparable completed jobs for each coating type including owner’s name, address, and telephone numbers completed within the last five years.

2. Coating Applicators provide one of the following:

a. Current Coating Application Specialist (CAS)

b. List of not less than 5 comparable jobs for each coating type including owner’s name, address, and telephone number.

c. Personnel shall be qualified to tradesman level as blast-cleaner, painter, applicator, etc. The personnel shall have relevant knowledge of health and safety hazards, use of protection equipment, coating materials, mixing, and thinning of coatings, coatings pot-life, and surface requirements.

3. Coating Contractor Inspectors:

a. Qualified to inspect specified coating materials by certifications. Provide the following:

1) Certified at a minimum as NACE Coating Inspector (CIP) Level 3 or as a SSPC Protective Coatings Inspector (PCI).

E. RSN 09 96 20-4, Quality Control Plan:

09 96 20 - 4

1. Quality Control Manager:

a. Name and title.

2. Quality Control Procedure:

a. Quality control plan.

1) Applicator factory, shop, or field testing procedures shall be in accordance with these specifications, product manufacturer’s written instructions, and NACE RP 0288, and ASTM D3276.

2) Level of experience, quality assurance program, and quality control testing by Contractor shall meet minimum requirements specified.

3) Contractor shall maintain in-house quality assurance program monitoring surface preparation, coating application, and quality control testing for coating and lining operations.

b. Procedure for addressing identified non-conformities.

F. RSN 09 96 20-5, Contractor Quality Testing Report:

1. Comprehensive report of daily quality control test reports.

1.04 DELIVERY, STORAGE, HANDLING

A. Deliver materials to jobsite in original, undamaged, unopened containers labeled with manufacturer’s name, designated product name, batch number, date of manufacture, and any special instructions.

B. Deliver materials in containers not larger than 5-gallons as packaged by manufacturer unless suitable equipment is provided at jobsite to handle and thoroughly mix materials in larger containers.

C. Store coating materials and thinners in accordance with the manufacturer's recommendations, and as a minimum, store off the ground, under cover, and at 50- to 95-degrees Fahrenheit.

D. Do not use coating material which has exceeded manufacturer’s specified storage stability period (shelf life).

1.05 AMBIENT CONDITIONS

A. Maintain environmental conditions to meet coating manufacturer’s requirements during surface preparation, coating application, and curing period. Provide heating or cooling, and dehumidification as needed. Complete curing before placing the coating systems into service.

B. Coatings shall be applied when the substrate surface temperature is 5 degrees F or more above the dew point temperature and for at least 8 hours after application.

09 96 20 - 5

PART 2 PRODUCTS

2.01 EQUIPMENT

A. Surface preparation and spray application equipment:

1. Sized in accordance with coating manufacturer’s recommendations.

2. Provide:

a. Pressure gauges and pressure regulators.

b. Air supply lines free from oil and moisture.

2.02 ABRASIVES

A. Mineral and slag abrasives: Meets SSPC-AB1, type I (natural minerals) and type II (slags), class A.

B. SSPC-AB2 for recycled cleanliness.

C. SSPC-AB3 Class I (steel) or II (iron) for angular shaped grit. Shot abrasives are not acceptable.

D. Commercially available products or processes to render the hazardous waste stream non-hazardous and not exceeding toxicity threshold limits.

1. Additive stabilizers for leachable toxic metal wastes are allowed, except elemental iron is not permitted.

2.03 COATINGS

A. Specified in Coating Tabulations:

1. Apply only one coating system per option in Coating Tabulations.

2. Apply compatible products of same manufacturer for coating system components.

B. Volatile Organic Compounds (VOC): Do not exceed maximum permitted by Federal, State, and local air pollution control regulations as supplied in container or by addition of thinner material.

C. Factory color or tint only.

1. Do not color or tint at jobsite.

2. Each coat shall be a different shade to reveal misses and thin spots. Final coat shall be the specified color and gloss.

D. Use manufacturer’s recommended thinners for coating materials.

E. Do not use accelerator products unless approved by COR.

09 96 20 - 6

2.04 FILLERS AND CAULKS

A. Caulks:

1. Coating manufacturer’s standard or compatible caulk material.

2. Polyurethane, silicone, or silicone acrylic caulk material: Meets or exceeds

ASTM C920 type S or M, grade NS, class 25, suitable for water immersion service.

B. Fillers:

1. Must be approved for use with selected coating by coating manufacturer.

2. Approved filler materials:

a. PPG Amercoat 114 A, as manufactured by PPG, www.ppgpmc.com.

b. Steel Seam FT910, as manufactured by Sherwin Williams, www.sherwin-williams.com.

2.05 MISCELLANEOUS MATERIALS

A. Deionized Water.

B. Chlor-Rid as manufactured by Chlor-Rid, www.Chlorid.com, C. HoldTight 102 as manufactured by Holdtight Solutions, www.holdtight.com, D. Chlor-Gone, as manufactured by Aquron, www.aquron.com

E. Provide one of the above salt removers, or equal with following essential characteristics:

1. Commercially available additive for soluble salt removal.

2. Water soluble.

3. Biodegradable.

4. Zero volatile organic compounds.

PART 3 EXECUTION

3.01 PROTECTION OF ADJACENT SURFACES, EQUIPMENT AND NEWLY

COATED SURFACES

A. Remove, mask, or otherwise protect items or surfaces not coated from contamination and damage during cleaning and coating operations.

B. Examples include protecting mating and machined surfaces, mechanical and electrical equipment (open or enclosed), instruction and similar plates, and wet and newly coated surfaces.

http://www.holdtight.com/ http://www.aquron.c/

09 96 20 - 7

3.02 SHOP PAINTING

A. Shop coated and lined equipment shall be primed and finished in the shop and touched up in the field with identical coating materials after installation and in accordance with the coating’s manufacturer’s surface preparation and application instructions.

3.03 PROTECTION OF ADJACENT SURFACES

A. Remove, mask, or otherwise protect items or surfaces not coated from contamination and damage during cleaning and coating operations.

B. Examples include protecting mating and machined surfaces, mechanical and electrical equipment (open or enclosed), instruction and similar plates, and wet and newly coated surfaces.

3.04 SURFACE PREPARATION

A. Remove or repair surface irregularities and impart profile as specified:

1. Welds:

a. Shall be smooth and continuous.

b. Undercuts and porosity

1) Fill with weld material and grind smooth in accordance with

NACE-SP 0178.

2. Projections, sharp edges, high points, fillets, and corners:

a. Grind smooth to a radius of at least 1/16-inch.

3. Substrate defects:

a. Pitting, gouges, scratches, porosity, and similar:

1) Grind smooth.

b. Weld spatter, protrusions, laminations, slag, buckshot, and slivers.

1) Remove and grind smooth in accordance with NACE SP 0178.

B. Surface preparation method:

1. See Coating Tabulations.

2. Compare prepared steel surfaces to following visual reference photographs for allowable visible contaminants and stains:

a. SSPC-VIS1 for abrasive blast cleaning.

3. Assessment of dust contaminants:

a. Perform clear tape test method in accordance with ISO 8502-3.

b. Perform three tests per shift.

c. Acceptance Criteria: Degree of cleanliness shall meet Class 3.

09 96 20 - 8

C. Surface profile:

1. Prepare as specified in Coating Tabulations.

2. Where not specified, prepare in accordance with manufacturer’s instructions for metallic substrates or existing coating surfaces and service environment.

3. Where manufacturer’s instructions do not specify a surface profile, prepare blasted surfaces to following profile:

a. Immersion Service Environments: Angular profile 3-mil or greater and less than specified millage of first applied coat.

4. Inspect surface profile in accordance with NACE SP 0287:

a. Use replica tape suitable for surface profile depth range.

b. Perform at least two tests per 1,000-square feet.

D. Soluble salts:

1. Measure concentration of chlorides, nitrates and sulfates in accordance with SSPC

Guide 15.

2. Perform at least two tests per 1,000-square feet of surface area.

3. Acceptance criteria: Do not exceed 3-micrograms per square centimeter for chlorides and 5-micrograms per square centimeter for nitrates and sulfates.

E. Re-clean or perform additional surface preparation of contaminated surfaces before coating application.

3.05 COMPRESSED AIR EQUIPMENT

A. Keep air compressor and spray application equipment lines free of oil and moisture during work.

B. Compressed air quality:

1. Perform tests in accordance with ASTM D4285.

2. Perform test at the beginning of every shift.

3.06 FILLERS AND CAULK APPLICATION

A. Caulk areas including crevices, gaps, plate seams, skip welds, and conduit penetrations.

B. Fill areas including plate seams, rough welds, and gaps at bolts and rivets.

C. Apply in a uniform texture, neatness, and color matched appearance.

D. Apply in accordance with manufacturer’s instructions and achieve tight bond to substrate or previous coats.

09 96 20 - 9

3.07 COATING APPLICATION

A. Coating shall be done in a workmanlike manner to produce an even film of uniform thickness. The finished surfaces shall be free from runs, drops, ridges, waves, laps, sags, curtains, brush marks, and variations in color, texture, and finish.

B. Stripe coat:

1. Brush apply stripe coat to each coat applied.

2. Apply stripe coat prior to spray application of the primer, when practical.

3. Apply to edges, corners, interior angles, pits, plate seams, crevices, rivets, nuts, threads, bolts, washers, welds, and similar features.

C. Apply number of coats and coating thickness specified in Coating Tabulations.

1. Alternate coat colors to differentiate between coats.

2. Apply in accordance with manufacturer’s instructions.

3. Apply in accordance with SSPC PA1.

D. Prevent overspray or dry spray. When such conditions occur, clean surfaces prior to application of subsequent coats.

E. Re-clean contaminated surfaces between coats.

F. Dry Film Thickness (DFT):

1. After each coat, inspect hardened coating system for DFT compliance in accordance with SSPC PA2.

2. Acceptance Criteria: level 3

G. Discontinuity (Holiday) Testing:

1. Inspect in accordance with NACE SP 0188:

a. Use maximum test voltage for DFT as recommended by coating manufacturer to prevent coating damage.

H. Coating Adhesion:

1. Test in accordance with ASTM D4541 at the direction of the COR.

3.08 CONTRACTOR FIELD QUALITY TESTING

A. Inspection Equipment:

1. Calibrate inspection devices and equipment in accordance with the…