Attachment 2 - MPLD Pintle Supply Specifications.pdf

US Army Corps of Engineers St. Louis District

MELVIN PRICE LOCKS AND DAM

SPARE MITER GATE PINTLE

SOCKETS AND BUSHINGS

ALTON, ILLINOIS

MISSISSIPPI RIVER

CONSTRUCTION SPECIFICATIONS

SOLICITATION NUMBER: W912P9-24-Q-3429

CONTRACT NUMBER: W912P9-XX-X-XXXX

JULY 2024

BIDDING SCHEDULE

Item No. Description

Estimated Quantity Unit

Unit Price

Estimated Amount

BASE BID

0001.

Pintle

Socket (MK-S-201-1R)

EA

0002. Pintle Socket (MK-S-201-1L) 1 EA $ $

0003.

Pintles (MK-S-501-1)

EA

0004. Pintle Bushings (MK-S-501-2) 2 EA $ $

0005. Appurtenances (Including, but not limited to: MK-S-502-1, MK-S-502-2, MK-S-502-3, MK-S-502-4, and MK-S-502-5)

JB

OPTION A:

0006. Pintle Socket (MK-S-201-1R) 1 EA $ $

0007. Pintle Socket (MK-S-201-1L) 1 EA $ $

0008. Pintles (MK-S-501-1) 2 EA $ $

0009. Pintle Bushings (MK-S-501-2) 2 EA $ $

0010. Appurtenances (Including, but not limited to: MK-S-502-1, OPTION B:

0011. Pintle Socket (MK-S-201-1R) 1 EA $ $

0012. Pintle Socket (MK-S-201-1L) 1 EA $ $

0013. Pintles (MK-S-501-1) 2 EA $ $

0014. Pintle Bushings (MK-S-501-2) 2 EA $ $

0015. Appurtenances (Including, but not limited to: MK-S-502-1, ABBREVIATIONS

JB Job EA Each

00010-1

TOTAL $

BIDDING SCHEDULE NOTES

1. All quantities shown on the BIDDING SCHEDULE are estimated quantities except when the unit is shown as job "JB".

2. When bids are solicited on a unit price basis, bidders shall insert in the spaces provided therefore in the SCHEDULE both the "unit price" and the "estimated amount" resulting from applying the said unit price to the estimated quantity shown. In event the bidder quotes only a total price ("estimated amount") in its bid and fails to quote the unit price, the Government will determine such unit price by dividing the total price quoted by the quantity of the item set out in the SCHEDULE. The bidder agrees that the unit price so determined shall be used for the purpose of bid evaluation, award and all payments to the Contractor including final payment.

3. All extensions of the unit prices shown will be subject to verification by the Government. In case of variation between the unit price and the extension, the unit price will be considered to be the bid and the extension will be corrected accordingly.

4. If a modification to a bid based on unit prices is submitted, which provides for a lump sum adjustment to the total estimated cost, the application of the lump sum adjustment to each unit price in the bid schedule must be stated. If it is not stated, the bidder agrees that the lump sum adjustment shall be applied on a pro rata basis to every unit price in the bid schedule.

5. Bidders are required to bid on all items listed on the Bidding Schedule in addition to inserting a total quoted bid in the appropriate space provided. Failure to do so will be considered good cause to disqualify the bid.

6. OPTIONAL BID ITEMS. Bid Item No. 0006 thru 0015 are OPTIONAL ITEMS.

Upon completion of further design and analysis, the Contracting Officer, in accordance with the specifications and drawings, will direct the optional bid item work as needed. The Contractor shall perform the appropriate work ONLY when directed by the Contracting Officer. The Government is not obligated to request any work under any optional item(s). The bid prices for each optional item shall represent your firm price to perform that service.

Payment will be made ONLY for work actually requested by the Government and performed to the Government’s satisfaction.

00010-2

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 SUMMARY OF WORK

01 20 00 PRICE AND PAYMENT PROCEDURES

01 32 16.00 20 FABRICATION PROGRESS SCHEDULES

01 33 00 11/12 SUBMITTAL PROCEDURES

01 42 00 02/19 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00.00 10 QUALITY CONTROL

01 45 00.15

01 78 00

10 RESIDENT MANAGEMENT SYSTEM CONTRACTOR

MODE (RMS CM)

CLOSEOUT SUBMITTALS

DIVISION 05 - METALS

05 50 14 STRUCTURAL METAL FABRICATIONS

DIVISION 09 - FINISHES

09 97 02 PAINTING: HYDRAULIC STRUCTURES

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 1

SECTION 01 11 00 Page 1

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1.1 WORK COVERED BY CONTRACT DOCUMENTS

1.2 DELIVERY LOCATION

PART 2 PRODUCTS

PART 3 EXECUTION

-- End of Section Table of Contents --

SECTION 01 11 00 Page 2

PART 1 GENERAL

SECTION 01 11 00

SUMMARY OF WORK

1.1 WORK COVERED BY CONTRACT DOCUMENTS

The work includes, but is not limited to, fabrication and delivery of pintle socket assemblies, including pintle sockets, pintles, pintle bushings, and appurtenant items, for the Melvin Price Locks & Dam, as specified herein and shown on the contract drawings.

1.2 DELIVERY LOCATION

Deliver items to:

Melvin Price Locks and Dam 1 Locks and Dam Way Alton, IL 62002

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

-- End of Section --

SECTION 01 20 00 Page 1

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 20 00

PRICE AND PAYMENT PROCEDURES

1.1 UNIT PRICE PAYMENT ITEMS

1.1.1 Pintle Sockets

1.1.1.1 Payment

1.1.1.2 Unit of Measure

1.1.2 Pintles

1.1.2.1 Payment

1.1.2.2 Unit of Measure

1.1.3 Pintle Bushings

1.1.3.1 Payment

1.1.3.2 Unit of Measure

1.1.4 Appurtenances

1.1.4.1 Payment

1.1.4.2 Unit of Measure

SECTION 01 20 00 Page 2

SECTION 01 20 00

PRICE AND PAYMENT PROCEDURES

1.1 UNIT PRICE PAYMENT ITEMS

1.1.1 Pintle Sockets

1.1.1.1 Payment

For the base bid, payment for all costs associated with the fabricating, packaging, and delivering of the Right Leaf Pintle Socket (MK-S-201-1R) and the Left Leaf Pintle Socket (MK-S-201-1L) will be made for Item No.

0001, "Pintle Socket (MK-S-201-1R)" and Item No. 0002, "Pintle Socket (MK-S-201-1L)." For "Option A", payment for all costs associated with the fabricating, packaging, and delivering of the Right Leaf Pintle Socket (MK-S-201-1R) and the Left Leaf Pintle Socket (MK-S-201-1L) will be made for Item No. 0006, "Pintle Socket (MK-S-201-1R)" and Item No. 0007, "Pintle Socket (MK-S-201-1L)." For "Option B", payment for all costs associated with the fabricating, packaging, and delivering of the Right Leaf Pintle Socket (MK-S-201-1R) and the Left Leaf Pintle Socket (MK-S-201-1L) will be made for Item No. 0011, "Pintle Socket (MK-S-201-1R)" and Item No. 0012, "Pintle Socket (MK-S-201-1L)."

1.1.1.2 Unit of Measure

Unit of measure: EACH

1.1.2 Pintles

1.1.2.1 Payment

For the base bid, payment for all costs associated with the fabricating, packaging, and delivering of the pintles (MK-S-501-1) will be made for Item No. 0003, "Pintles (MK-S-501-1)." For "Option A", payment for all costs associated with the fabricating, packaging, and delivering of the pintles (MK-S-501-1) will be made for Item No. 0008, "Pintles (MK-S-501-1)." For "Option B", payment for all costs associated with the fabricating, packaging, and delivering of the pintles (MK-S-501-1) will be made for Item No. 0013, "Pintles (MK-S-501-1)."

1.1.2.2 Unit of Measure

Unit of measure: EACH

1.1.3 Pintle Bushings

1.1.3.1 Payment

For the base bid, payment for all costs associated with the fabricating, packaging, and delivering of the pintle bushings (MK-S-501-2) will be made for Item No. 0004, "Pintle Bushings (MK-S-501-2)." For "Option A", payment for all costs associated with the fabricating, packaging, and delivering of the pintle bushings (MK-S-501-2) will be made for Item No.

0009, "Pintle Bushings (MK-S-501-2)." For "Option B", payment for all

SECTION 01 20 00 Page 3 costs associated with the fabricating, packaging, and delivering of the pintle bushings (MK-S-501-2) will be made for Item No. 0014, "Pintle Bushings (MK-S-501-2)."

1.1.3.2 Unit of Measure

Unit of measure: EACH

1.1.4 Appurtenances

1.1.4.1 Payment

Payment for all costs associated with the fabricating, packaging, and delivering of all appurtenances such as the Turned Bolts (MK-S-502-1), the Set Screws (MK-S-502-2), the Socket Screws (MK-S-502-3), the Pintle Bushing Keeper Plate (MK-S-502-4), and the Grease O-Ring (MK-S-502-5) in the required quantities as shown on the drawings, will be made for Item No. 0005, "Appurtenances". Optional Item No. 0010, "Appurtenances" will consist of the fabricating, packaging, and delivering the appurtenances (MK-S-502-1, MK-S-502-2, MK-S-502-3, MK-S-502-4, and MK-S-502-5) necessary to complete an additional pair of pintle socket assemblies as shown in the drawings. Optional Item No. 0015, "Appurtenances" will consist of the fabricating, packaging, and delivering the appurtenances (MK-S-502-1, MK-S-502-2, MK-S-502-3, MK-S-502-4, and MK-S-502-5) necessary to complete an additional pair of pintle socket assemblies as shown in the drawings.

1.1.4.2 Unit of Measure

Unit of measure: JOB

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

SECTION 01 32 16.00 20 Page 1

DIVISION 01 - GENERAL REQUIREMENTS

FABRICATION PROGRESS SCHEDULES

1.1 SUBMITTALS

1.2 PRE-CONSTRUCTION SCHEDULE REQUIREMENT

1.3 SCHEDULE FORMAT

1.3.1 Schedule Submittals and Procedures

1.4 SCHEDULE MONTHLY UPDATES

1.5 CORRESPONDENCE AND TEST REPORTS:

SECTION 01 32 16.00 20 Page 2

SECTION 01 32 16.00 20

FABRICATION PROGRESS SCHEDULES

Government approval is required for submittals with a "G" classification.

Submittals not having a "G" classification are for information only.

When used, a code following the "G" classification identifies the office that will review the submittal for the Government. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Fabrication Schedule; G

SD-07 Certificates

Monthly Updates

1.2 PRE-CONSTRUCTION SCHEDULE REQUIREMENT

Prior to the start of work, prepare and submit to the Contracting Officer a Fabrication Schedule in the form of a bar chart schedule as specified.

The approval of a Baseline Construction Schedule is a condition precedent to:

a. Starting work on any fabrication items.

b. Processing Fabricators invoice(s).

c. Review of any schedule updates.

Submittal of the Baseline Schedule, and subsequent schedule updates, is understood to be the Fabricator's certification that the submitted schedule meets the requirements of the Contract Documents, represents the Fabricator's plan on how the work will be accomplished, and accurately reflects the work that has been accomplished and how it was sequenced (as-built logic).

1.3 SCHEDULE FORMAT

1.3.1 Schedule Submittals and Procedures

Submit Bar Chart Schedules and updates in hard copy and on electronic media that is acceptable to the Contracting Officer, in accordance with Section 01 33 00 SUBMITTAL PROCEDURES. Submit an electronic back-up of the project schedule in an import format compatible with the Government's scheduling program.

1.4 SCHEDULE MONTHLY UPDATES

Update the Fabrication Schedule at monthly intervals or when the schedule has been revised. Keep the updated schedule current, reflecting actual

SECTION 01 32 16.00 20 Page 3 activity progress and plan for completing the remaining work. Submit copies of purchase orders and confirmation of delivery dates as directed by the Contracting Officer.

a. Narrative Report: Identify and justify the following:

(1) Progress made in each area of the project;

(2) Critical Path.

(3) Date/time constraint(s), other than those required by the contract;

(4) Listing of changes made between the previous schedule and current updated schedule including: added or removed activities, original and remaining durations for activities that have not started, logic (sequence, constraint, lag/lead), milestones, planned sequence of operations, longest path, calendars or calendar assignments, and cost loading.

(5) Status of Contract Completion Date and interim milestones;

(6) Current and anticipated delays (describe cause of delay and corrective actions(s) and mitigation measures to minimize);

(7) Description of current and future schedule problem areas.

For each entry in the narrative report, cite the respective Activity ID and Activity Name, the date and reason for the change, and description of the change.

1.5 CORRESPONDENCE AND TEST REPORTS:

Correspondence (e.g., letters, Requests for Information (RFIs), e-mails, meeting minute items, Production and QC Daily Reports, material delivery tickets, photographs) must reference Schedule Activities that are being addressed. Test reports must reference Schedule Activities that are being addressed.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

SECTION 01 33 00 Page 1

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 33 00

SUBMITTAL PROCEDURES

11/12

PART 1 GENERAL

1.1 DEFINITIONS

1.1.1 Submittal Descriptions (SD)

1.2 SUBMITTAL CLASSIFICATION

1.2.1 Government Approved (G)

1.2.2 For Information Only

1.3 APPROVED SUBMITTALS

1.4 DISAPPROVED SUBMITTALS

1.5 WITHHOLDING OF PAYMENT

PART 2 PRODUCTS

PART 3 EXECUTION

3.1 GENERAL

3.2 SUBMITTAL REGISTER (ENG FORM 4288-R)

3.3 SCHEDULING

3.4 TRANSMITTAL FORM (ENG FORM 4025-R)

3.5 SUBMITTAL PROCEDURE

3.5.1 Procedures

3.5.2 Deviations

3.6 CONTROL OF SUBMITTALS

3.7 GOVERNMENT APPROVED SUBMITTALS

3.8 INFORMATION ONLY SUBMITTALS

3.9 STAMPS

SECTION 01 33 00 Page 2

1.1 DEFINITIONS

SECTION 01 33 00

SUBMITTAL PROCEDURES

11/12

1.1.1 Submittal Descriptions (SD)

Submittal requirements are specified in individual specification sections. Submittals are identified by Submittal Description (SD) numbers and titles as follows:

SD-01 Preconstruction Submittals

Submittals which are required prior to start of construction (work) or the start of the next major phase of the construction on a multi-phase contract. For example, schedules, work plans, lists of data, or lists including location, features, or other pertinent information regarding products, materials, equipment, or components to be used in the work are considered preconstruction submittals.

SD-02 Shop Drawings

Drawings, diagrams and schedules specifically prepared to illustrate some portion of the work; diagrams and instructions from a manufacturer or fabricator for use in producing the product and as aids to the Contractor for integrating the product or system into the project; and drawings prepared by or for the Contractor to show how multiple systems and interdisciplinary work will be coordinated.

Drawings shall be submitted as a minimum 11x17 inch size for legibility.

SD-03 Product Data

Catalog cuts, illustrations, schedules, diagrams, performance charts, instructions and brochures illustrating size, physical appearance and other characteristics of materials, systems or equipment for some portion of the work.

SD-04 Samples

Fabricated or unfabricated physical examples of materials, equipment or workmanship that illustrate functional and aesthetic characteristics of a material or product; color samples from the manufacturer's standard line (or custom color samples if specified) to be used in selecting or approving colors for the project.

SD-06 Test Reports

Report signed by authorized official of testing laboratory that a material, product or system identical to the material, product or system to be provided has been tested in accordance with specified requirements; report which includes findings of a test required to be performed by the Contractor on an actual portion of the work or prototype prepared for the project before shipment to job site; and

SECTION 01 33 00 Page 3 report which includes finding of a test made at the job site or on sample taken from the job site, on portion of work during or after installation, including investigation reports, daily logs and checklists, final acceptance test and operation test procedures reports.

SD-07 Certificates

Statements printed on the manufacturer's letterhead and signed by responsible officials of manufacturer of product, system or material attesting that product, system or material meets specification requirements; document required of Contractor, or of a manufacturer, supplier, installer or subcontractor through Contractor, the purpose of which is to further quality of orderly progression of a portion of the work by documenting procedures, acceptability of methods or personnel qualifications.

SD-11 Closeout Submittals

Documentation to record compliance with technical or administrative requirements or to establish an administrative mechanism; special requirements necessary to properly close out a construction contract.

For example, O&M Manuals, Warranty Documents, Record Drawings and as-built drawings. Also, submittal requirements necessary to properly close out a major phase of construction on a multi-phase contract.

1.2 SUBMITTAL CLASSIFICATION

Submittals are classified as follows:

1.2.1 Government Approved (G)

Governmental approval is required for extensions of design, critical materials, deviations, equipment whose compatibility with the entire system must be checked, and other items as designated by the Contracting Officer. Within the terms of the Contract Clause entitled "Specifications and Drawings for Construction," they are considered to be "shop drawings."

1.2.2 For Information Only

All submittals not requiring Government approval will be for information only. They are not considered to be "shop drawings" within the terms of the Contract Clause referred to above. These submittals shall be submitted in RMS 3.

1.3 APPROVED SUBMITTALS

The Contracting Officer's approval of submittals shall not be construed as a complete check, but will indicate only that the general method of construction, materials, detailing and other information are satisfactory. Approval will not relieve the Contractor of the responsibility for any error that may exist, as the Contractor under the CQC requirements of this contract is responsible for dimensions, the design of adequate connections and details, and the satisfactory construction of all work. After the Contracting Officer has approved submittals, no resubmittal for the purpose of substituting materials or equipment will be considered unless accompanied by an explanation of why a substitution is necessary.

SECTION 01 33 00 Page 4

1.4 DISAPPROVED SUBMITTALS

The Contractor shall make all corrections required by the Contracting Officer and promptly furnish a corrected submittal in the form and number of copies specified for the initial submittal. If the Contractor considers any correction indicated on the submittals to constitute a change to the contract, a notice in accordance with the Contract Clause "Changes" shall be furnished promptly to the Contracting Officer.

1.5 WITHHOLDING OF PAYMENT

Payment for materials incorporated in the work will not be made if required approvals have not been obtained. In addition; the Government will withhold 2% of the total bid price of the applicable item for which FIO technical submittals are not being maintained and on file at the Contractor's Field Office.

PART 2 PRODUCTS

Not Applicable.

PART 3 EXECUTION

3.1 GENERAL

The Contractor shall make submittals as required by the specifications.

The Contracting Officer may request submittals in addition to those specified when deemed necessary to adequately describe the work covered in the respective sections. Units of weights and measures used on all submittals shall be the same as those used in the contract drawings. Each submittal shall be complete and in sufficient detail to allow ready determination of compliance with contract requirements. Prior to the submission of submittals, all items shall be checked and approved by the Contractor's Quality Control (CQC) representative and each item shall be stamped, signed, and dated by the CQC representative indicating action taken. Proposed deviations from the contract requirements shall be clearly identified. Submittals shall include items such as: Contractor's, manufacturer's, or fabricator's drawings; descriptive literature including (but not limited to) catalog cuts, diagrams, operating charts or curves;

test reports; test cylinders; samples; O&M manuals (including parts list);

certifications; warranties; and other such required submittals.

Submittals requiring Government approval shall be scheduled and made prior to the acquisition of the material or equipment covered thereby. Samples remaining upon completion of the work shall be picked up and disposed of in accordance with manufacturer's Material Safety Data Sheets (MSDS) and in compliance with existing laws and regulations.

3.2 SUBMITTAL REGISTER (ENG FORM 4288-R)

At the end of this section is one set of ENG Form 4288-R listing items of equipment and materials for which submittals are required by the specifications; this list may not be all inclusive and additional submittals may be required. The Accident Prevention Program, Statement of Required Insurance, Environmental Protection Plan, Project Schedule Submission, and Quality Control Plan, shall be submitted as set forth in each applicable specification paragraph and shall be included as part of the Submittal Register ENG Form 4288-R. The Government has completed columns "c" through "f"; the Contractor shall complete the remainder of the form and submit to the Contracting Officer for approval within 15

SECTION 01 33 00 Page 5 calendar days after Notice of Award. The approved submittal register will become the scheduling document and will be used to control submittals throughout the life of the contract. The submittal register and the progress schedules shall be coordinated. The time for submission, procurement, lag/lead and delivery shall be entered through the Resident Management System (RMS) QC module. After entry of that data, the ENG Form 4288-R (RMS) shall be produced from the RMS QC module.

3.3 SCHEDULING

Submittals covering component items forming a system or items that are interrelated shall be scheduled to be coordinated and submitted concurrently. Certifications to be submitted with the pertinent drawings shall be so scheduled. It is the Contractor's responsibility to provide the Corps with timely, accurate, and complete submittal packages. The Corps, in turn, will process, review, and provide official responses to the Contractor within 30 calendar days after physical receipt of the submittal, unless otherwise noted in the Technical Provisions. The Contractor shall incorporate the stated Government review time in the submittal register. No delay damages or time extensions will be allowed for time lost in late submittals. The Contractor's Quality Control representative shall review the listing at least every 30 days and take appropriate action to maintain an effective system. Copies of updated or corrected listing shall be submitted to the Contracting Officer at least every 30 days in the quantity specified.

3.4 TRANSMITTAL FORM (ENG FORM 4025-R)

The sample transmittal form (ENG Form 4025-R), attached to this section, shall be used for submitting Government Approved submittals in accordance with the instructions on the reverse side of the form. This form should also be used to document the Contractor Quality Control review, and approval of, For Information Only submittals prior to submitting in RMS

3. These forms will be furnished to the Contractor. This form shall be properly completed by filling out all the heading blank spaces and identifying each item submitted. Special care shall be exercised to ensure proper listing of the specification paragraph and/or sheet number of the contract drawings pertinent to the data submitted for each item.

The ENG Form 4025-R may be prepared by use of the Resident Management System (RMS) QC module.

3.5 SUBMITTAL PROCEDURE

Submittals shall be made as follows:

3.5.1 Procedures

The Contractor shall electronically submit to the Contracting Officer for approval all shop drawings as called for under the various headings of these specifications via the latest version of RMS 3.

3.5.2 Deviations

For submittals, which include proposed deviations requested by the Contractor, the column "variation" of ENG Form 4025-R shall be checked.

The Contractor shall set forth in writing the reason for any deviations and annotate such deviations on the submittal. The Government reserves the right to rescind inadvertent approval of submittals containing unnoted deviations.

SECTION 01 33 00 Page 6

3.6 CONTROL OF SUBMITTALS

The Contractor shall carefully control its procurement operations to ensure that each individual submittal is made on or before the Contractor scheduled submittal date shown on the approved "Submittal Register."

3.7 GOVERNMENT APPROVED SUBMITTALS

Upon completion of review of submittals requiring Government approval, the submittals will be identified as having received approval by being so stamped, dated, and returned to the Contractor via the latest version of

RMS 3.

3.8 INFORMATION ONLY SUBMITTALS

Approval of the Contracting Officer is not required on information only submittals. The Contractor shall submit into RMS 3, all current FIO submittals for use by CQC Manager during the course of the contract. The Government will periodically spot-check the Contractor's compliance with maintaining current and correct FIO submittals for CQC purposes. Any incorrect submittals found during the Government spot check will be immediately corrected by the CQC Manager. If the Contractor fails to keep the FIO submittals current and correct, 2% of the total bid price against the applicable bid item will be withheld. By the completion of the contract, the Contractor shall have submitted the entire file of FIO submittals to the Government through the RMS submittal process.

3.9 STAMPS

Stamps used by the Contractor on the submittal data to certify that the submittal meets contract requirements shall be similar to the following:

| CONTRACTOR (Firm Name) | | Approved | | Approved with corrections as noted on submittal data and/or | | attached sheets(s). |

| SIGNATURE: |

| TITLE: |

| DATE: |

SECTION 01 42 00 Page 1

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 42 00

SOURCES FOR REFERENCE PUBLICATIONS

02/19

1.1 REFERENCES

1.2 ORDERING INFORMATION

SECTION 01 42 00 Page 2

SECTION 01 42 00

SOURCES FOR REFERENCE PUBLICATIONS

02/19

Various publications are referenced in other sections of the specifications to establish requirements for the work. These references are identified in each section by document number, date and title. The document number used in the citation is the number assigned by the standards producing organization (e.g. ASTM B564 Standard Specification for Nickel Alloy Forgings). However, when the standards producing organization has not assigned a number to a document, an identifying number has been assigned for reference purposes.

1.2 ORDERING INFORMATION

The addresses of the standards publishing organizations whose documents are referenced in other sections of these specifications are listed below, and if the source of the publications is different from the address of the sponsoring organization, that information is also provided.

AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS

(AASHTO)

444 North Capital Street, NW, Suite 249 Washington, DC 20001 Ph: 202-624-5800 Fax: 202-624-5806 E-Mail: info@aashto.org Internet: https://www.transportation.org/

AMERICAN SOCIETY FOR NONDESTRUCTIVE TESTING (ASNT)

P.O. Box 28518 1711 Arlingate Lane Columbus, OH 43228-0518 Ph: 800-222-2768 or 614-274-6003 Fax: 614-274-6899 E-mail: tjones@asnt.org Internet: https://www.asnt.org/

AMERICAN SOCIETY OF MECHANICAL ENGINEERS (ASME)

Two Park Avenue New York, NY 10016-5990 Ph: 800-843-2763 Fax: 973-882-1717 E-mail: customercare@asme.org Internet: https://www.asme.org/

AMERICAN WELDING SOCIETY (AWS)

8669 NW 36 Street, #130 Miami, FL 33166-6672 Ph: 800-443-9353 Internet: https://www.aws.org/

SECTION 01 42 00 Page 3

ASTM INTERNATIONAL (ASTM)

100 Barr Harbor Drive, P.O. Box C700 West Conshohocken, PA 19428-2959 Ph: 610-832-9500 Fax: 610-832-9555 E-mail: service@astm.org Internet: https://www.astm.org/

SOCIETY FOR PROTECTIVE COATINGS (SSPC)

800 Trumbull Drive Pittsburgh, PA 15205 Ph: 877-281-7772 or 412-281-2331 Fax: 412-444-3591 E-mail: customerservice@sspc.org Internet: http://www.sspc.org

U.S. ARMY CORPS OF ENGINEERS (USACE)

CRD-C DOCUMENTS available on Internet:

http://www.wbdg.org/ffc/army-coe/standards Order Other Documents from:

Official Publications of the Headquarters, USACE E-mail: hqpublications@usace.army.mil Internet: http://www.publications.usace.army.mil/ or https://www.hnc.usace.army.mil/Missions/Engineering-Directorate/TECHINFO/

PART 2 PRODUCTS

Not used

PART 3 EXECUTION

Not used

SECTION 01 45 00.00 10 Page 1

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 45 00.00 10

QUALITY CONTROL

PART 1 GENERAL

1.1 SUBMITTALS

1.2 FABRICATOR PERFORMANCE EVALUATIONS

PART 2 PRODUCTS

PART 3 EXECUTION

3.1 GENERAL REQUIREMENTS

3.2 QUALITY CONTROL PLAN

3.2.1 Content of the FQC Plan

3.2.2 Acceptance of Plan

3.2.3 Notification of Changes

3.3 DURING THE PREFABRICATION CONFERENCE

3.4 QUALITY CONTROL ORGANIZATION

3.4.1 General

3.4.2 FQC System Manager

3.4.3 Organizational Changes

3.5 SUBMITTALS AND DELIVERABLES

3.6 CONTROL

3.6.1 Preparatory Phase

3.6.2 Initial Phase

3.6.3 Follow-up Phase

3.6.4 Additional Preparatory and Initial Phases

3.7 TESTS

3.7.1 Testing Procedure

3.8 COMPLETION INSPECTION

3.8.1 Final Fabrication Acceptance Inspection

3.9 DOCUMENTATION

3.9.1 Quality Control Activities

3.10 NOTIFICATION OF NONCOMPLIANCE

SECTION 01 45 00.00 10 Page 2

SECTION 01 45 00.00 10

QUALITY CONTROL

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

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

SD-01 Preconstruction Submittals

Fabricator Quality Control (FQC) Plan; G

1.2 FABRICATOR PERFORMANCE EVALUATIONS

The Contracting Officer will notify the Fabricator at the pre-fabrication conference of the elements used to evaluate performance. This notification will be documented in the Contact file. The U.S. Army Corps of Engineers uses a web-based system to process Fabricator performance appraisals. The system is entitled "Contractor Performance Assessment Reporting System (CPARS)". Provide a point-of-contact name and e-mail address of the Representative in the Fabricator's organization that will be contacted to receive and review the Fabricator appraisal. CPARS notification will be vie E-mail and the Fabricator Representative will have 30 calendar days to review and comment on each evaluation forwarded.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

3.1 GENERAL REQUIREMENTS

Provide quality control, and establish and maintain an effective quality control system in accordance with Contract Clause 52.246-2 INSPECTION OF SUPPLIES - FIXED-PRICE. The quality control system is to consist of plans, procedures, and organization necessary to produce an end product which complies with the Contract requirements. The system is to cover all fabrication operations, both on- and off-site, and be keyed to the proposed fabrication sequence. The project superintendent is responsible for the quality of work on the job and is subject to removal by the Contracting Officer for non-compliance with quality requirements specified in the Contract. The project superintendent assigned means the individual with the responsibility for the overall management of the project including quality and production.

3.2 QUALITY CONTROL PLAN

Submit, not later than 7 calendar days after receipt of Notice to Proceed, the Fabricator Quality Control (FQC) Plan proposed to implement the

SECTION 01 45 00.00 10 Page 3 requirements of Contract Clause 52.246-2 INSPECTION OF SUPPLIES - FIXED-PRICE. The plan is to identify personnel, procedures, control, instructions, test, records, and forms to be used. Fabrication is allowed to begin only after acceptance of the FQC Plan or acceptance of an interim plan applicable to the particular feature of work to start. Work outside the features of work included in an accepted interim plan is prohibited to begin until acceptance of a FQC Plan or another interim plan containing the additional features of work to be fabricated.

3.2.1 Content of the FQC Plan

Include, as a minimum, the following to cover all fabrication operations, both onsite and offsite, including work by fabricators, subfabricators,and purchasing agents:

a. A description of the quality control organization, including a chart showing lines of authority and acknowledgment that the FQC staff will implement the three phase control system for all aspects of the work specified. Include a FQC System Manager that reports to the project superintendent.

b. The name, qualifications (in resume format), duties, responsibilities, and authorities of each person assigned a FQC function.

c. A copy of the letter to the FQC System Manager signed by an authorized official of the firm which describes the responsibilities and delegates sufficient authorities to adequately perform the functions of the FQC System Manager, including authority to stop work which is not in compliance with the Contract requirements. Letters of direction to all other various quality control representatives outlining duties, authorities, and responsibilities will be issued by the FQC System Manager. Submit copies of these letters to the Contracting Officer with the FQC plan.

d. Complete procedures for scheduling, reviewing, certifying, and managing submittals, including those of subcontractors, offsite fabricators, Fabricators, and purchasing agents. These procedures must be in accordance with Section 01 33 00 SUBMITTAL PROCEDURES.

e. Control, verification, and acceptance testing procedures for each specific test to include the test name, specification paragraph requiring test, feature of work to be tested, test frequency, and person responsible for each test. (Laboratory facilities approved by the Contracting Officer are required to be used.)

f. Procedures for tracking preparatory, initial, and follow-up control phases and control, verification, and acceptance tests including documentation.

g. Procedures for tracking fabrication deficiencies from identification through acceptable corrective action. Establish verification procedures that identified deficiencies have been corrected.

h. Reporting procedures, including proposed reporting formats.

i. A list of the definable features of work. A definable feature of work is a task which is separate and distinct from other tasks, has separate control requirements, and is identified by different trades or disciplines, or it is work by the same trade in a different

SECTION 01 45 00.00 10 Page 4 environment. Although each section of the specifications can generally be considered as a definable feature of work, there are frequently more than one definable features under a particular section. This list will be agreed upon during the coordination meeting.

3.2.2 Acceptance of Plan

Acceptance of the Fabricator's plan is required prior to the start of fabrication. Acceptance is conditional and will be predicated on satisfactory performance during the fabrication. The Government reserves the right to require the Fabricator to make changes in the Fabricator Quality Control(FQC) Plan and operations including removal of personnel, as necessary, to obtain the quality specified.

3.2.3 Notification of Changes

After acceptance of the FQC Plan, notify the Contracting Officer in writing of any proposed change. Proposed changes are subject to acceptance by the Contracting Officer.

3.3 DURING THE PREFABRICATION CONFERENCE

Prior to starting fabrication, and prior to acceptance by the Government of the FQC Plan, meet with the Contracting Officer and discuss the Fabricator's quality control system. Submit the FQC Plan for review a minimum of 30 calendar days prior to the Prefabrication Conference. During the meeting, a mutual understanding of the system details will be developed, including the forms for recording the FQC operations, control activities, testing, administration of the system for both on- and off-site work, and the interrelationship of Fabricator's Management and control with the Government's Quality Assurance. Minutes of the meeting will be prepared by the Government and signed by both the Fabricator and the Contracting Officer. There may be occasions when subsequent conferences can be called by either party to reconfirm mutual understandings and/or address deficiencies in the FQC system or procedures which may require corrective action by the Fabricator.

3.4 QUALITY CONTROL ORGANIZATION

3.4.1 General

The requirements for the FQC organization are a FQC System Manager and sufficient number of additional qualified personnel to ensure Contract compliance. The Fabricator to provide a FQC organization at the site, at all times during progress of the work, and with complete authority to take any action necessary to ensure Contract compliance. All FQC staff members are subject to acceptance by the Contracting Officer.

3.4.2 FQC System Manager

Identify, as FQC System Manager, an individual within the on-site work organization responsible for the overall management of FQC and who has the authority to act in all FQC matters for the Fabricator. The FQC System manager is to be a graduate engineer with a minimum of 3 years of experience on fabrication similar to this Contract; or a fabrication person with a minimum of 10 years experience in related work. This FQC System Manager is to be on-site at all times during fabrication and be employed by the prime Fabricator. The FQC System Manager to be assigned as

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System Manager but may have duties as project superintendent in addition to quality control. An alternate for the FQC System Manager is to be identified in the plan to serve in the event the System Manager is absent.

The requirements for the alternate are the same as for the designated FQC System Manager.

3.4.3 Organizational Changes

Maintain the FQC staff at full strength at all times. When it is necessary to make changes to the FQC staff, revise the FQC Plan to reflect the changes and submit the changes to the Contracting Officer for acceptance.

3.5 SUBMITTALS AND DELIVERABLES

Submittals, if needed, have to comply with the requirements in Section 01 33 00 SUBMITTAL PROCEDURES. The FQC organization is responsible for certifying that all submittals and deliverables are in compliance with the contract requirements.

3.6 CONTROL

Fabricator Quality Control is the means by which the Fabricator ensures that the fabrication, to include that of subfabricators and suppliers, complies with the requirements of the contract. At least three phases of control are required to be conducted by the FQC System Manager for each definable feature of work as follows:

3.6.1 Preparatory Phase

This phase is performed prior to beginning work on each definable feature of work, after all required plans/documents/materials are approved/accepted, and after copies are at the work site. This phase includes:

a. A review of each paragraph of applicable specifications, reference codes, and standards. Make available during the preparatory inspection a copy of those sections of referenced codes and standards applicable to that portion of the work to be accomplished in the field. Maintain and make available in the field for use by Government personnel until final acceptance of the work.

b. Review of the Contract drawings.

c. Check to assure that all materials and equipment have been tested, submitted, and approved.

d. Review of provisions that have been made to provide required control inspection and testing.

e. A physical examination of required materials, equipment, and sample work to assure that they are on hand, conform to approved shop drawings or submitted data, and are properly stored.

f. Review of the appropriate activity hazard analysis to assure safety requirements are met.

g. Discussion of procedures for controlling quality of the work including repetitive deficiencies. Document fabrication tolerances and workmanship standards for that feature of work.

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h. Check to ensure that the portion of the plan for the work to be performed has been accepted by the Contracting Officer.

i. Discussion of the initial control phase.

j. The Government needs to be notified at least 48 hours in advance of beginning the preparatory control phase. Include a meeting conducted by the FQC System Manager and attended by the superintendent, other F QC personnel (as applicable), and the foreman responsible for the definable feature. Document the results of the preparatory phase actions by separate minutes prepared by the FQC System Manager and attach to the daily FQC report. Instruct applicable workers as to the acceptable level of workmanship required in order to meet contract specifications.

3.6.2 Initial Phase

This phase is accomplished at the beginning of a definable feature of work. Accomplish the following:

a. Check work to ensure that it is in full compliance with contract requirements. Review minutes of the preparatory meeting.

b. Verify adequacy of controls to ensure full contract compliance.

Verify required control inspection and testing are in compliance with the contract.

c. Establish level of workmanship and verify that it meets minimum acceptable workmanship standards. Compare with required sample panels as appropriate.

d. Resolve all differences.

e. Check safety to include compliance with and upgrading of the safety plan and activity hazard analysis. Review the activity analysis with each worker.

f. The Government needs to be notified at least 24 hours in advance of beginning the initial phase for definable feature of work and may attend the initial phase meeting. Prepare separate minutes of this phase by the FQC System Manager and attach to the daily FQC report.

Indicate the exact location of initial phase for definable feature of work for future reference and comparison with follow-up phases.

g. The initial phase for each definable feature of work is repeated for each new crew to work onsite, or any time acceptable specified quality standards are not being met.

3.6.3 Follow-up Phase

Perform daily checks to assure control activities, including control testing, are providing continued compliance with contract requirements, until completion of the particular feature of work. Record the checks in the FQC documentation. Conduct final follow-up checks and correct all deficiencies prior to the start of additional features of work which may be affected by the deficient work. Do not build upon nor conceal non-conforming work.

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3.6.4 Additional Preparatory and Initial Phases

Conduct additional preparatory and initial phases on the same definable features of work if: the quality of on-going work is unacceptable; if there are changes in the applicable FQC staff, onsite production supervision or work crew; if work on a definable feature is resumed after a substantial period of inactivity; or if other problems develop.

3.7 TESTS

3.7.1 Testing Procedure

Perform specified or required tests to verify that control measures are adequate to provide a product which conforms to contract requirements.

Upon request, furnish to the Government duplicate samples of test specimens for possible testing by the Government. Testing includes operation and acceptance tests when specified. Procure the services of a Corps of Engineers approved testing laboratory or establish an approved testing laboratory at the project site. The list to give the test name, frequency, specification paragraph containing the test requirements, the personnel and laboratory responsible for each type of test, and an estimate of the number of tests required. Perform the following activities and record and provide the following data:

a. Verify that testing procedures comply with contract requirements.

b. Verify that facilities and testing equipment are available and comply with testing standards.

c. Check test instrument calibration data against certified standards.

d. Verify that recording forms and test identification control number system, including all of the test documentation requirements, have been prepared.

e. Record results of all tests taken, both passing and failing on the FQC report for the date taken. Specification paragraph reference, location where tests were taken, and the sequential control number identifying the test. If approved by the Contracting Officer, actual test reports are submitted later with a reference to the test number and date taken. Provide an information copy of tests performed by an offsite or commercial test facility directly to the Contracting Officer. Failure to submit timely test reports as stated results in nonpayment for related work performed and disapproval of the test facility for this Contract.

3.8 COMPLETION INSPECTION

3.8.1 Final Fabrication Acceptance Inspection

Complete inspection prior to painting each completed structure. Required attendees to be present at the inspection: Fabricator's quality control inspection personnel, plus the superintendent or other primary management person; and the Contracting Officer during the Final Fabrication Acceptance Inspection. Additional Government personnel may be in attendance. The final acceptance inspection will be formally scheduled by the Contracting Officer. The Fabricator to give notice to the Contracting Officer at least 14 calendar days prior to the final acceptance inspection

SECTION 01 45 00.00 10 Page 8 and include assurance that all specific items previously identified to the Fabricator as being unacceptable, along with all remaining work performed under the Contract, will be complete and acceptable by the date scheduled for the final acceptance inspection. Failure to do so will be cause for billing the Fabricator for the Government's additional inspection cost in accordance with Contract Clause 52.246-2 INSPECTION OF SUPPLIES -

FIXED-PRICE.

3.9 DOCUMENTATION

3.9.1 Quality Control Activities

Maintain current records providing factual evidence that required quality control activities and tests have been performed. Include in these records the work of Fabricators and subfabricators on an acceptable form that includes, as a minimum, the following information:

a. The name and area of responsibility of the Fabricator/subfabricator.

b. Operating plant/equipment with hours worked, idle, or down for repair.

c. Work performed each day, giving location, description, and by whom.

When Network Analysis (NAS) is used, identify each phase of work performed each day by NAS activity number.

d. Test and control activities performed with results and references to specifications/drawings requirements. Identify the control phase (Preparatory, Initial, Follow-up). List of deficiencies noted, along with corrective action.

e. Submittals and deliverables reviewed, with Contract reference, by whom, and action taken.

f. Instructions given/received and conflicts in plans and specifications.

3.10 NOTIFICATION OF NONCOMPLIANCE

The Contracting Officer will notify the Fabricator of any detected noncompliance with the foregoing requirements. Take immediate corrective action after receipt of such notice. Such notice, when delivered to the Fabricator at the work site, will be deemed sufficient for the purpose of notification. If the Fabricator fails or refuses to comply promptly, the Contracting Officer can issue an order stopping all or part of the work until satisfactory corrective action has been taken. No part of the time lost due to such stop orders will be made the subject of claim for extension of time or for excess costs or damages by the Fabricator.

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DIVISION 01 - GENERAL REQUIREMENTS

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RESIDENT MANAGEMENT SYSTEM CONTRACTOR MODE (RMS CM)

1.2 MEASUREMENT AND PAYMENT

1.3 CONTRACT ADMINISTRATION

1.3.1 Correspondence and Electronic Communications

1.3.2 Other Factors

1.4 RMS SOFTWARE

1.5 CONTRACT DATABASE - GOVERNMENT

1.6 CONTRACT DATABASE - CONTRACTOR

1.6.1 Administration

1.6.1.1 Contractor Information

1.6.1.2 Subcontractor Information

1.6.1.3 Fabricator Information

1.6.1.4 SubFabricator Information

1.6.1.5 Correspondence

1.6.1.6 Equipment

1.6.1.7 Reports

1.6.1.8 Request For Information (RFI)

1.6.2 Finances

1.6.2.1 Pay Activity Data

1.6.2.2 Payment Requests

1.6.3 Quality Control (QC)

1.6.3.1 Quality Control (QC) Reports

1.6.3.2 Deficiency Tracking.

1.6.3.3 Three-Phase Control Meetings

1.6.3.4 Labor and Equipment Hours

1.6.3.5 Accident/Safety Reporting

1.6.3.6 Definable Features of Work

1.6.3.7 Activity Hazard Analysis

1.6.4 Submittal Management

1.6.5 Schedule

1.6.6 Closeout

1.7 IMPLEMENTATION

1.8 NOTIFICATION OF NONCOMPLIANCE

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RESIDENT MANAGEMENT SYSTEM CONTRACTOR MODE (RMS CM)

PART 1 GENERAL

1.1 REFERENCES

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

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 (2014) Safety and Health Requirements Manual

1.2 MEASUREMENT AND PAYMENT

The work of this section is not measured for payment. The Contractor is responsible for the work of this section, without any direct compensation other than the payment received for contract items.

1.3 CONTRACT ADMINISTRATION

The Government and the Contractor shall use the Resident Management System (RMS), version 3.0, to assist in its monitoring and administration of this contract. The Contractor uses the Government-furnished Construction Contractor Mode of RMS, referred to as RMS CS, to record, maintain, and submit various information throughout the contract period. The Contractor mode user manuals, updates, and training information can be downloaded from the RMS web site (http://rms.usace.army.mil). The joint Government-Contractor use of RMS facilitates electronic exchange of information and overall management of the contract. RMS provides the means for the Contractor to input, track, electronically share, and manage all documents with the Government, including but not limited to,the following:

Administration Finances Quality Control Submittal Monitoring Scheduling Closeout Import/Export of Data

1.3.1 Correspondence and Electronic Communications

For ease and speed of communications, exchange correspondence and other documents in electronic format to the maximum extent feasible. Some correspondence, including pay requests and payrolls, are also to be provided in paper format with original signatures.