Sol_140R1724Q0011.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

See Schedule

0009906770 CODE 16. ADMINISTERED BYCODE

X

X

X

332312

SIZE STANDARD:

100.00 % FOR:SET ASIDE:UNRESTRICTED ORR17

REQUEST FOR

PROPOSAL

(RFP)

INVITATION

FOR BID (IFB)

10. THIS ACQUISITION ISCODE

REQUEST FOR

QUOTE (RFQ)

14. METHOD OF SOLICITATION

13b. RATING

NORTH AMERICAN INDUSTRY

CLASSIFICATION STANDARD

(NAICS):

SMALL BUSINESS

06/14/2024 1700 PD

05/16/2024

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

140R1724Q0011

5. SOLICITATION NUMBER

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

1 167 0040640954OFFEROR TO COMPLETE BLOCKS 12, 17, 23, 24, & 30

TELEPHONE NO.

17a. CONTRACTOR/

See Schedule

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 FREE ON BOARD

(FOB) DESTINATION UNLESS

BLOCK IS MARKED

11.

SEE SCHEDULE

12. DISCOUNT TERMS THIS CONTRACT IS A RATED

ORDER UNDER THE DEFENSE

PRIORITIES AND ALLOCATIONS

SYSTEM - DPAS (15 CFR 700)

13a.

SERVICE-DISABLED

VETERAN-OWNED

SMALL BUSINESS

(SDVOSB)

HUBZONE SMALL

BUSINESS

8(A)

Bureau of Reclamation

WOMEN-OWNED SMALL

BUSINESS (WOSB)

ECONOMICALLY DISADVANTAGED

WOMEN-OWNED SMALL

BUSINESS (EDWOSB)

24.

AMOUNT

23.

UNIT PRICE

22.

UNIT

21.

QUANTITY

20.

SCHEDULE OF SUPPLIES/SERVICES

19.

ITEM NO.

ADMINISTERED BY:

Bureau of Reclamation Pacific Northwest Region Grand Coulee Acquisition Group Hwy 155, PO Box 620 Grand Coulee WA 99133 US

DELIVER TO:

Bureau of Reclamation-PN-GCPO Grand Coulee - Receiving Hwy 155 - Warehouse B - Door 6 Continued ...

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

HEREIN, IS ACCEPTED AS TO ITEMS:

XX

DATED

Malena Sanderlin

. 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 (FEDERAL ACQUISITION REGULATION) FAR 52.212-1, 52.212-4. FAR 52.212-3

AND 52.212-5 ARE ATTACHED. ADDENDA

26. TOTAL AWARD AMOUNT (For Government Use Only)

OFFER

STANDARD FORM 1449 (REV. 11/2021)

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: REFERENCE

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. 11/2021) BACK

24.

AMOUNT

23.

UNIT PRICE

22.

UNIT

21.

QUANTITY

20.

SCHEDULE OF SUPPLIES/SERVICES

19.

ITEM NO.

Industrial Area

Grand Coulee WA 99133 US

Delivery: 07/31/2025

Period of Performance: 08/01/2024 to 07/31/2025

00010 Modify Stoplog Number One (1) Pursuant to attached Specifications

Product/Service Code: 5450

Product/Service Description: MISCELLANEOUS

PREFABRICATED STRUCTURES

00020 Modify Second Tier Stoplogs Pursuant to attached

Specifications

Product/Service Code: 5450

Product/Service Description: MISCELLANEOUS

PREFABRICATED STRUCTURES

00030 Modify Third Tier Stoplogs Pursuant to attached

Specifications

Product/Service Code: 5450

Product/Service Description: MISCELLANEOUS

PREFABRICATED STRUCTURES

00040 Modify Top Tier Stoplogs Pursuant to attached

Continued ...

32f. TELEPHONE NUMBER OF AUTHORIZED GOVERNMENT REPRESENTATIVE

32d. PRINTED NAME AND TITLE OF AUTHORIZED GOVERNMENT REPRESENTATIVE

167 2 of

ITEM NO. SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

NAME OF OFFEROR OR CONTRACTOR

3 167

CONTINUATION SHEET

REFERENCE NO. OF DOCUMENT BEING CONTINUED PAGE OF

(A) (B) (C) (D) (E) (F)

140R1724Q0011

Specifications

Product/Service Code: 5450

Product/Service Description: MISCELLANEOUS

PREFABRICATED STRUCTURES

00050 Modify Lower Tier Stoplogs Pursuant to attached

Specifications

(Option Line Item)

Anticipated Exercise Date 180

Product/Service Code: 5450

Product/Service Description: MISCELLANEOUS

PREFABRICATED STRUCTURES

00060 Replacement Stoplog Number One (1) Pursuant to attached Specifications

(Option Line Item)

Anticipated Exercise Date 180

Product/Service Code: 5450

Product/Service Description: MISCELLANEOUS

PREFABRICATED STRUCTURES

00070 Replacement Lower Tier Stoplogs Pursuant to attached Specifications

(Option Line Item)

Anticipated Exercise Date 180

Product/Service Code: 5450

Product/Service Description: MISCELLANEOUS

PREFABRICATED STRUCTURES

00080 Lifting Frame Pursuant to attached Specifications

(Option Line Item)

Anticipated Exercise Date 180

Product/Service Code: 5450

Product/Service Description: MISCELLANEOUS

PREFABRICATED STRUCTURES

NSN 7540-01-152-8067 OPTIONAL FORM 336 (4-86)

Sponsored by GSA

FAR (48 CFR) 53.110

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

Modifications to Second Set of Main Unit Stoplogs

Grand Coulee Dam Columbia Basin Project, Washington Solicitation No. 140R1724Q0011

140R1724Q0011

This solicitation issued by Contracting Officer

Pacific Northwest Region Bureau of Reclamation

P.O. Box 620, Code 7810 Grand Coulee, WA 99133

Phone inquiries regarding this solicitation should be made to Contracting Officer

Telephone Number: (509) 633-9327

Grand Coulee Dam, Washington Modifications to Second Set of Main Unit Stoplogs Solicitation No. 140R1724Q0011

Price Schedule B - 1

CONTINUATION OF

SECTION B – SUPPLIES OR SERVICES AND PRICES

Grand Coulee Dam Modifications to Second Set of Main Unit Stoplogs

Columbia Basin Project, Washington

B.1 PRICE SCHEDULE

(a) Offers will be considered for award on the following schedules, but no offer will be considered for award on only a part of the schedules.

(1) Offerors shall complete Base Schedule and Optional Schedules. Offers for less than the total of Base Schedule and Optional Schedules will be considered nonresponsive and will not be evaluated for award.

(2) Offers will be evaluated based on the evaluation criteria listed in FAR 52.212-2 Evaluation-Commercial Products and Commercial Services.

(3) The Government reserves the right to award any option within the specified acceptance period.

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

(c) Definitions:

(1) CLIN – Contract Line Item Number

Price Schedule B - 2

BASE SCHEDULE

CLIN Section Supplies or Services Quantity and Unit Unit Price

Amount

1 35 21 20 Modify Stoplog 1 For the lump sum of $

2 35 21 20 Modify Second Tier Stoplogs

For the lump sum of $

3 35 21 20 Modify Third Tier Stoplogs

For the lump sum of $

4 35 21 20 Modify Top Tier Stoplogs

For the lump sum of $

TOTAL FOR BASE SCHEDULE $_________________

Price Schedule B - 3

OPTIONAL PRICE SCHEDULE B

CLIN Section Supplies or Services Quantity and Unit Unit Price

Amount

1 35 21 20 Modify Lower Tier Stoplogs

For the lump sum of $

TOTAL FOR OPTIONAL PRICE SCHEDULE B__________________

Price Schedule B - 4

OPTIONAL PRICE SCHEDULE C

CLIN Section Supplies or Services Quantity and Unit Unit Price

Amount

1 35 21 20 Replacement Stoplog

For the lump sum of $

2 35 21 20 Replacement Lower Tier Stoplogs

For the lump sum of $

TOTAL FOR OPTIONAL PRICE SCHEDULE C__________________

Price Schedule B - 5

OPTIONAL PRICE SCHEDULE D

CLIN Section Supplies or Services Quantity and Unit Unit Price

Amount

1 35 21 21 Lifting Frame For the lump sum of

TOTAL FOR OPTIONAL PRICE SCHEDULE D $___________________

TOTAL FOR BASE AND OPTIONAL SCHEDULES $___________________

END OF SUPPLIES OR SERVICES AND PRICES

This page intentionally left blank.

Signature Sheet / Certification of Technical Specifications

Project Title: Grand Coulee Dam Modification to Second Set of Main Unit Stoplogs

Region: Columbia Pacific Northwest

Technical Specifications Project Title: Grand Coulee Dam Modification to Second Set of Main Unit 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: 2023.02.02 12:57:11 -07'00'

BYRON VAN ORDEN Digitally signed by BYRON VAN ORDEN Date: 2023.02.03 09:13:28 -07'00'

DIVISION 01 - GENERAL REQUIREMENTS

Summary of Work 01 11 00 - 1

SECTION 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1.01 LOCATION

A. Stoplogs are located approximately 90 miles west of Spokane, Washington in the counties of Grant and Okanogan, near the city of Coulee Dam.

1.02 PRINCIPAL COMPONENTS OF WORK

A. Modify the existing second set of Main Unit Stoplogs for Grand Coulee Dam. Work includes:

1. Preparing required submittals

2. Picking up existing stoplogs and transporting them to a fabrication facility

3. Dis-assembly of existing stoplogs, as necessary for modifications

4. Demolition of portions of existing steel stoplogs

5. Fabricating steel components

6. Furnishing commercially available items including coil springs

7. Weld inspection

8. Shop testing

9. Coating

10. Re-assembly

11. Delivery

1.03 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.

1.04 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.

Summary of Work 01 11 00 - 2

1.05 ACRONYMS

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

1. CO: Contracting Officer.

2. COR: Contracting Officer’s Representative.

3. RSN: Required Submittal Number

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

END OF SECTION

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 install the modified Stoplog 1, before making a final decision regarding whether to modify or replace the lower tier stoplogs.

B. Designs have been prepared for both modifying and replacing the lower tier stoplogs.

C. Either the lower tier stoplogs will be modified, or replaced, but not both.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

3.01 REQUIRED SEQUENCE FOR BASE SCHEDULE

A. Submit shop drawings for base CLIN’s first.

B. Fabricate the modified Stoplog 1 first.

C. Deliver the modified Stoplog 1 first.

D. After delivery of the modified Stoplog 1 the Government will decide whether to pursue the optional CLIN for additional modified lower tier stoplogs, or the optional CLIN for replacement stoplogs.

E. The Contractor may continue to pursue shop drawings and fabrication of the other base CLIN’s while the Government is testing the modified Stoplog 1.

3.02 REQUIRED SEQUENCE FOR OPTIONAL PRICE SCHEDULE C

A. Submit shop drawings for Replacement Stoplog 1 first.

Construction Sequencing 01 12 40 - 2

B. Fabricate the Replacement Stoplog 1 first.

C. Deliver the Replacement Stoplog 1 first.

D. Begin shop drawings and fabrication of other Replacement Stoplogs in Schedule C no earlier than 30 days after delivery of Replacement Stoplog 1.

END OF SECTION

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

Not Used

END OF SECTION

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

Submittals 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. Submittal Types, as listed in Table 01 33 00A - List of Submittals:

1. A - Action:

a. Government will respond as to adequacy of submittal.

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” within terms of the clause at FAR 52.236-21, Specifications and Drawings for Construction, except that approval by Government is not required.

1.04 SUBMITTAL 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. Label with contract number and title, and RSN.

3. Measurement Units: US Customary Units.

4. Provide a unique transmittal number for each submittal.

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.

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

Submittals 01 33 00 - 3

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) As shown on standard drawing 40-D-7102.

2) Government will provide template.

3) 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.

7. Electronic Files: On CD or DVD discs.

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. Mark items to be furnished in a manner that will photocopy (no highlighter).

d. 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.

Submittals 01 33 00 - 4

F. Photographs:

1. When requested.

2. Each COR requested view.

a. Include contract number, name of equipment and view title.

3. Format:

a. Digital Photographs on CD, DVD, or SDHC card in jpeg format. Four Megapixels minimum. With accompanied prints if requested and of a size requested by the COR.

b. Prints only: Only if specifically requested.

c. Professional quality 8- by 10-inch color.

1) Identify with adhesive labels on back.

a) Do not type directly on back of photograph.

A. Samples Submittals:

1. Label with complete manufacturer's product identification.

2. Include type and quantity of materials specified in the referenced section in each

“set” of samples.

3. Samples: Representative of product to be installed.

4. Label each sample with contract number and title.

1.05 SUBMITTALS PROCEDURES

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

B. Submit complete sets of required materials for each RSN as specified in “Submittals Required” column in Table 01 33 00A - List of Submittals. A complete set includes listed items for RSNs with multiple parts.

C. Submit sets specified in “Sets to be sent:” columns in Table 01 33 00A - List of Submittals.

D. Include the following information in transmittal letters:

1. Contract number and title.

2. RSN for each attached submittal.

3. Responsible code.

4. Number of sets for each RSN.

5. Identify submittal as initial or resubmittal.

E. Resubmittal of submittals not approved:

Submittals 01 33 00 - 5

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.

F. More than one RSN may be submitted under a transmittal letter, provided responsible code is same.

1.06 REVIEW OF SUBMITTALS

A. Time Required:

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

2. Time required for review of each submittal or resubmittal 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 submittals 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 Submittals:

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

Submittals 01 33 00 - 6

a. Revise and resubmit submittals not approved.

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

2. Informational Submittals: Government will acknowledge Informational submittals.

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

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

1.07 HARD COPY TRANSMITTALS

A. Final contact information for codes listed in Table 01 33 00A - List of Submittals will be provided after award.

B. Send original transmittal letter with appropriate number of sets to office listed in “Responsible Code” column in Table 01 33 00A - List of Submittals.

C. Send copy of transmittal letter with appropriate number of sets to offices that are not responsible code, but show “Sets to be sent” in Table 01 33 00A - List of Submittals.

D. When “Sets to be sent” is 0, send a copy of transmittal letter to that office.

E. Submittals required by specifications, but not listed in Table 01 33 00A - List of Submittals:

1. Submit in accordance with this section.

2. Submit to COR, unless otherwise specified.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

Submittals 01 33 00 - 7

Table 01 33 00A. - List of Submittals

* Submittal Types: A - Action, I - Information ** CO indicates Contracting Officer, COR indicates Contracting Officer’s Representative, TSC indicates Technical Service Center, and DES indicates Design Engineer. Email addresses for responsible individuals will be provided after award.

***NTP indicates Notice to Proceed

RSN

Clause or

Section Title

Submittals required Due date or delivery time***

Type

Respon-sible code

Submit to: **

CO COR TSC DES

01 35 10-1 Safety Data Sheets

Complete LHM and At least 14 days before hazardous materials are delivered to jobsite

I COR X

01 35 10-2 Safety Data Sheets

Updated LHM and

SDS

At least 14 days before hazardous materials are delivered to jobsite

I COR X

01 54 30-1 Loading at Government Facility

Qualifications Within 28 days after

NTP

A COR X

01 54 30-2 Loading at Government Facility

Lift Approval Data Within 28 days after

NTP

A COR X

01 54 30-3 Loading at Government Facility

Equipment Approval Data

Within 28 days after

NTP

A COR X

01 78 30-1 Project Record Documents

Electronic Media Release Form

Within 7 days of NTP I COR X

01 78 30-2 Project Record Documents

Draft As-built Drawings

Within 14 days after all stoplogs are delivered

I COR X

01 78 30-3 Project Record Documents

Final As-built Drawings

Within 21 days after receiving comments to the draft

A COR X

01 78 30-4 Project Record Documents

Final Electronic Drawings

Within 7 days after approval of final as-built drawings

I COR X

05 50 00-1 Metal Fabrications

Fabricator’s Approval Data

Within 28 days after

NTP

A COR X X

05 50 00-2 Metal Fabrications

Verification Inspector’s Approval Data

Within 28 days after

NTP

A COR X X

05 50 00-3 Metal Fabrications

Material Certifications and Test Reports

Within 7 days of receiving materials

I COR X X

05 50 00-4 Metal Fabrications

Weld Test Results Within 7 days of performing weld tests

I COR X X

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

NTP

A COR X X

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

A COR X X

Submittals 01 33 00 - 8

Table 01 33 00A. - List of Submittals

* Submittal Types: A - Action, I - Information ** CO indicates Contracting Officer, COR indicates Contracting Officer’s Representative, TSC indicates Technical Service Center, and DES indicates Design Engineer. Email addresses for responsible individuals will be provided after award.

***NTP indicates Notice to Proceed

RSN

Clause or

Section Title

Submittals required Due date or delivery time***

Type

Respon-sible code

Submit to: **

CO COR TSC DES

09 96 20-3 Coatings Qualifications Within 28 days after

NTP

I COR X X

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

NTP

A COR X X

09 96 20-5 Coatings Contractor Quality Testing Report

Within 7 days of completing testing

A COR X X

09 97 02-1 Impacted Immersion Coatings

Approval Data Within 28 days after

NTP

A COR X X

09 97 02-2 Impacted Immersion Coatings

Final Approval Data At least 21 days before commencing any coating activities

A COR X X

09 97 02-3 Impacted Immersion Coatings

Contractor Quality Testing Report

Within 7 days of completing testing

A COR X X

35 21 20-1 Stoplogs Shop Drawings Within 60 days after

NTP

A COR X X

35 21 20-2 Stoplogs Stoplog Material Certifications and Test Reports

Within 7 days of receiving materials

I COR X X

35 21 20-3 Stoplogs Product Data Within 28 days after

NTP

A COR X X

35 21 20-4 Stoplogs Shop Test Results Within 7 days of performing test

I COR X X

35 21 20-5 Stoplogs Weight Tickets Within 7 days of measurement

I COR X X

35 21 20-6 Stoplogs Waste production and disposal records

Within 7 days of disposal

I COR X

35 21 21-1 Lifting Frame

Shop Drawings Within 60 days after

NTP

A COR X X

35 21 21-2 Lifting Frame

Test Results Within 7 days of performing tests

I COR X X

35 21 21-3 Lifting Frame

Weight Ticket Within 7 days of measurement

I COR X X

END OF SECTION

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

Not Used

END OF SECTION

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).

140R1724Q0011 http://www.gpo.gov/fdsys/search/home.action

Reference Standards 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

140R1724Q0011 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/

Reference Standards 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

140R1724Q0011 http://www.astm.org/ http://www.amweld.org/ http://www.nace.org/ http://www.nibs.org/ http://www.sspc.org/

Reference Standards 01 42 10 - 4

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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/acceptance 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

Not Used

PART 3 EXECUTION

Not Used

Quality Procedures 01 46 00 - 2

END OF SECTION

Loading at Government Facility 01 54 30 - 1

SECTION 01 54 30

LOADING AT GOVERNMENT FACILITY

PART 1 GENERAL

1.01 MEASUREMENT AND PAYMENT

A. Cost:

1. Include cost in prices offered in the Price Schedule for equipment requiring loading at Government facility.

1.02 REFERENCE STANDARDS

A. American Society of Mechanical Engineers (ASME)

1. ASME B30.26-2010 Rigging Hardware

B. Bureau of Reclamation (USBR)

1. RSHS-2009 Reclamation Safety and Health Standards, including revisions posted at http://www.usbr.gov/ssle/safety/RSHS/rshs.

html

C. Code of Federal Regulations (CFR)

1. 29 CFR 1910.180 Occupational Safety and Health Standards –

Crawler, Locomotive, and Truck Cranes

1.03 SUBMITTALS

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

B. RSN 01 54 30-1, Qualifications:

1. Certificates of training and testing for crane operator and riggers.

C. RSN 01 54 30-2, Lift Approval Data:

1. Lift/load plan

2. Job hazard analysis

D. RSN 01 54 30-3, Equipment Approval Data

1. Crane model cutsheet

2. Copy of most recent annual crane inspection

3. Copy of current load test

4. Copy of most recent motor carrier vehicle inspection

Loading at Government Facility 01 54 30 - 2

1.04 PROJECT CONDITIONS

A. Stoplogs are stored in Government-controlled land adjacent to Grand Coulee Dam.

B. Areas are gravel-surfaced.

C. The Government will furnish the lifting beam and rigger gear shown on Drawing 222- 100-60768, and the spreader bar, lift brackets, and stoplog connection plate shown on Drawing 222-100-60251 for the Contractor’s use in lifting and moving the stoplogs.

1. Contractor shall provide bolts and all other required rigging and hardware.

1.05 CRANE USE

A. The contractor shall provide a crane and operator suitable for lifting the stoplogs onto the Contractor’s transportation vehicle.

B. Contactor shall provide experienced, competent crane signaler.

C. Safety: Comply with RSHS and 29 CFR 1910.180. Where there is a conflict between the standards, the more stringent shall prevail.

D. Conduct pre-operational check once on site.

E. Provide slings, shackles, and rigging required for use of crane in accordance with ASME B30.26.

F. Contractor is responsible for proper rigging of equipment and connections to crane.

1. Comply with 29 CFR 1910.180.

1.06 QUALIFICATIONS

A. Contractor crane operators shall have appropriate certification and experience for particular crane.

1. Certification: Valid crane operator certification issued by a crane operator testing organization accredited by a nationally recognized accrediting agency. Operator certifications shall have included successfully passing a written and practical examination.

B. Riggers: National Commission for the Certification of Crane Operators (NCCCO) Rigger Level 1.

1.07 SCHEDULING

A. Coordinate loading and crane operations with COR during weekly coordination meetings.

B. Notify COR at least 48 hours before changes to loading operations during the current week.

Loading at Government Facility 01 54 30 - 3

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

END OF SECTION

Loading at Government Facility 01 54 30 - 4

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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

Not Used

END OF SECTION

DIVISION 02 THROUGH 04 - NOT USED

DIVISION 05 – METALS

Metal Fabrications 05 50 00 - 1

SECTION 05 50 00

METAL FABRICATIONS

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 Institute of Steel Construction (AISC)

1. AISC 360-10 Specifications for Structural Steel Buildings

2. AISC 303-10 Code of Standard Practice for Steel Buildings and

Bridges

B. American Society for Nondestructive Testing (ASNT)

1. ASNT SNT TC-1A Recommended Practice for the Qualification and

Certification of Nondestructive Testing Personnel

2. ASNT CP-189 Standard for the Qualification and Certification of

Nondestructive Testing Personnel

C. ASTM International (ASTM)

1. ASTM A 6/A6M-21 General Requirements for Rolled Structural Steel

Bars, Plates, Shapes, and Sheet Piling

2. ASTM A 36/A36M-19 Carbon Structural Steel

3. ASTM A 53/53M-22 Pipe, Steel, Black and Hot-Dipped, Zinc-Coated, Welded and Seamless

4. ASTM A 500/A500M-21a Cold-Formed Welded and Seamless Carbon Steel

Structural Tubing in Rounds and Shapes

5. ASTM A 572/A572M-12a High Strength Low-Alloy Columbium-Vanadium

Structural Steel

6. ASTM A 992/A992M-11 Structural Steel Shapes

7. ASTM E 165 – 12 Standard Practice for Liquid Penetrant Examination for General Industry

8. ASTM E 543 Agencies Performing Nondestructive Testing

9. ASTM E 709 – 15 Standard Guide for Magnetic Particle Testing

10. ASTM E 1444-16 Standard Practice for Magnetic Particle Testing

Metal Fabrications 05 50 00 - 2

11. ASTM E 1417 Liquid Penetrant Testing

D. American Welding Society, Inc. (AWS)

1. AWS B5.1 Qualification of Welding Inspectors

2. AWS D1.1/D1.1M-10 Structural Welding Code – Steel

E. Society of Protective Coatings (SSPC)/NACE International (NACE)

1. NACE 3/SSPC-SP6-00 Joint Surface Preparation Standard - NACE No. 3/

SSPC-SP6 - Commercial Blast Cleaning

2. NACE 4/SSPC-SP7-00 Joint Surface Preparation Standard - NACE No. 4/

SSPC-SP7 - Brush-Off Blast Cleaning

1.03 SUBMITTALS

A. Submit in accordance with Section 01 33 00 – Submittals

B. RSN 05 50 00 – 1, Fabricator’s Approval data, including:

1. Copy of certification as AISC Certified Plant, Category HYD

2. Welding Procedure Specifications

3. Welding personnel performance qualification records (WPQR) and continuity records

4. Fabricator’s quality control manual, including:

a. Material control procedures

b. Inspection procedures

c. Nonconformance procedures

5. Fabricator’s Quality Control Inspector qualification records, including copy of current inspector certification card

C. RSN 05 50 00-2, Verification Inspector’s Approval data, including

1. Copy of verification inspector’s certification card

2. Copy of certification card for nondestructive testing personnel

D. RSN 05 50 00-3, Material Certifications and Test Reports, including:

1. Steel certification

2. Weld electrode

E. RSN 05 50 00-4, Weld Test Results, including:

1. Reports documenting nondestructive testing results for welds

Metal Fabrications 05 50 00 - 3

1.04 QUALIFICATIONS

A. Fabricator:

1. Holding current certification as an AISC Certified Plant, Category HYD.

B. Quality Control Inspector:

1. Holding current certification as Associate Welding Inspector (AWI) or higher as defined in AWS B5.1.

C. Verification Inspector:

1. Holding current certification as Welding Inspector (WI) or higher as defined in

AWS B5.1.

D. Nondestructive Testing Personnel:

1. Holding current certification as nondestructive testing personnel in accordance with ASNT CP-189.

E. Welders:

1. Qualify welders in accordance with AWS D1.1 using procedures, materials, and equipment of the type required for the work.

PART 2 PRODUCTS

2.01 STRUCTURAL STEEL

A. W-Shapes: ASTM A 992

B. L-Shapes: ASTM A 572 Grade 50

C. C-Shapes: ASTM A 36

D. S-Shapes: ASTM A 36

E. Pipe: ASTM A 53, Grade B

F. Round Hollow Structural Section (HSS): ASTM A 500

G. Bars and Plates: ASTM A 572 Grade 50

2.02 ARC-WELDING ELECTRODE

A. Filler metal and required shielding gases or fluxes: AWS D1.1

B. Filler metal for steel, minimum tensile strength: 70,000 psi.

Metal Fabrications 05 50 00 - 4

2.03 CONTRACTOR SOURCE QUALITY TESTING

A. Welding:

1. Perform inspections and tests in accordance with AWS D1.1.

2. Nondestructive testing required:

a. Perform nondestructive testing of 25% of the following welds:

1) Weld from skin plate to beam flange

2) Weld from guide bar to beam flanges and spacer bar

3) Weld from spacer bar to skin plate

4) Weld from skin plate to guide bar support

5) Structural welds on lifting frame

3. Nondestructive testing:

a. Magnetic particle testing technique and procedure: ASTM E1444

b. Dye penetrant technique and procedure: ASTM E165

4. Acceptance criteria shall be in accordance with AWS D1.1.

PART 3 EXECUTION

3.01 MILL PRODUCTS

A. Upon receiving material from mill, and before fabrication, visually inspect material for compliance with ASTM A6 tolerances.

B. Remove rust and dirt.

C. For any material which exceed the ASTM A6 tolerances, perform corrective measures subject to the limitations of AISC 360-10. Do not injure metal when straightening is necessary.

3.02 FABRICATION

A. Where details of design or fabrication are not specified or indicated on drawings, fabricate in accordance with AISC 360-10 and AISC 303-10.

B. Fabricate straight and free from sharp kinks and bends.

C. Shearing and Cutting:

1. Shear and cut accurately.

2. Neatly finish work to be exposed to view.

3. Fillet copes and reentrant cuts before cutting.

Metal Fabrications 05 50 00 - 5

D. Holes:

1. Holes not shown on drawings or approved shop drawings are not permitted.

2. Structural steel less than 13/16-inch thick: Holes may be punched to full size except as noted on drawings.

3. Structural steel 13/16-inch or more in thickness: Drill or subpunch and ream.

4. Holes shown on drawings as drilled holes: Drill or subpunch and ream.

5. Holes:

a. Cylindrical.

b. Perpendicular to member.

c. Clean-cut without torn or ragged edges.

d. Remove burrs resulting from reaming or drilling with a tool making a

1/16-inch bevel.

E. Punching:

1. Full size punching:

a. Punch diameter: Nominal diameter of hole.

b. Die diameter: Not more than 1/16 inch larger than diameter of punch.

2. Subpunching:

a. Punch diameter: 1/4 Inch smaller than nominal diameter of hole.

b. Die diameter: Not more than 3/32 inch larger than diameter of punch.

c. Use subpunch for reamed work so that no punched surface will appear in periphery of hole after reaming.

F. Accuracy of Punching, Reaming, and Drilling:

1. Space holes accurately in accordance with drawings and locate on gaugelines.

2. Do not exceed 1/32 inch variation in hole spacing from spacing indicated on drawings for boltholes.

G. Welding:

1. Perform welding and related work in accordance with AWS D1.1.

2. Interpret welding terms in accordance with AWS definitions. Use welding symbols shown on drawings that comply with AWS symbols.

3. Welds:

a. As shown on drawings.

b. Continuous unless otherwise noted.

c. In such a manner that residual shrinkage stresses will be reduced to a minimum.

Metal Fabrications 05 50 00 - 6

H. Finish:

1. Surfaces identified on the drawings to be milled or finished shall be finished to the root mean square (RMS) amplitude in micro inches identified on the drawings.

2. Where a milled or finished surface is indicated on drawings, but the RMS roughness amplitude is not given, the type of finish shall be average, for which smooth surfaces shall be produced, but slight toolmarks will be allowed.

I. Tolerances:

1. Tolerance for parts:

a. As shown on the drawings

b. Where tolerances are not shown on the drawings, they will be in keeping with good shop practice and will be adequate to assure assembly of parts by hand without binding, without bending, and without the use of excessive force.

END OF SECTION

DIVISIONS 06 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…