B.08 W912EP23R0003_RPN CNT 2_Amendment0006.pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

15A. NAME AND TITLE OF SIGNER (Type or print)

30-105-04EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

STANDARD FORM 30 (Rev. 10-83) Prescribed by GSA

FAR (48 CFR) 53.243

RIO PUERTO NUEVO FLOOD CONTROL PROJECT, SUPPLEMENTAL CONTRACT 2, ROOSEVELT AVENUE BRIDGE REPLACEMENT, SAN JUAN

PUERTO RICO

1. See SF30 Continuation Sheet for Amendment Details.

2. The Proposal Due Date of January 12, 2024 at 2:00pm EST remains the same.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 2

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

16C. DATE SIGNED

BY

16B. UNITED STATES OF AMERICA15C. DATE SIGNED15B. CONTRACTOR/OFFEROR

(Signature of Contracting Officer)(Signature of person authorized to sign)

8. NAME AND ADDRESS OF CONTRACTOR (No., Street, County, State and Zip Code) X W912EP23R0003

X 9B. DATED (SEE ITEM 11)

31-Aug-2023

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

X The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offer is extended, X is not extended.

Offer must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended by one of the following methods:

(a) By completing Items 8 and 15, and returning 1 copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN

REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE

CONTRACT ORDER NO. IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(B).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority)

E. IMPORTANT: Contractor is not, is required to sign this document and return copies to the issuing office.

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

10A. MOD. OF CONTRACT/ORDER NO.

2. AMENDMENT/MODIFICATION NO.

5. PROJECT NO.(If applicable)

6. ISSUED BY

3. EFFECTIVE DATE

26-Dec-2023

CODE

USA ENGINEER DISTRICT, JACKSONVILLE

CONTRACTING DIVISION

701 SAN MARCO BLVD

JACKSONVILLE FL 32207-8175

W912EP 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

SF-30 CONTINUATION SHEET

Rio Puerto Nuevo Flood Control Project, Supplemental Contract 2, Roosevelt Avenue Bridge Replacement, San Juan, Puerto Rico

W912EP23R0003 1 Amendment 0006

SUMMARY OF CHANGES

1. SPECIFICATIONS:

The text changes have been updated with additions noted by green font and underlined text and deletions noted by red font and line/cross-outs and pertain only to changes made by this amendment. The entire section is replaced if there is any change. The Section Table of Contents and Line Items and Pricing Schedule are replaced without underlines and cross-outs if there are changes to these documents.

Changes to Volume 1 Specifications:

DELETE the Line Items and Pricing Schedule and REPLACE with the attached Line Items and Pricing Schedule.

Changes to Volume 2 Specifications:

DELETE Section 01 45 00 RESIDENT MANAGEMENT SYSTEM CONTRACTOR MODE (RMS CM) section and REPLACE with the attached Section 01 45 00 RESIDENT MANAGEMENT SYSTEM

CONTRACTOR MODE (RMS CM).

DELETE Section 01 45 04 CONTRACTOR QUALITY CONTROL section and REPLACE with the attached Section 01 45 04 CONTRACTOR QUALITY CONTROL.

DELETE Section 01 50 02 TEMPORARY CONSTRUCTION FACILITIES section and REPLACE with the attached Section 01 50 02 TEMPORARY CONSTRUCTION FACILITIES.

DELETE Section 01 52 10 CONTRACTING OFFICER’S FIELD OFFICE section and REPLACE with the attached Section 01 52 10 CONTRACTING OFFICER’S FIELD OFFICE.

DELETE Section 01 57 20 ENVIRONMENTAL PROTECTION section and REPLACE with the attached Section 01 57 20 ENVIRONMENTAL PROTECTION.

2. DRAWINGS:

DELETE Sheet ID E-001 and REPLACE with the attached Sheet ID E-001.

DELETE Sheet ID ET101B and REPLACE with the attached Sheet ID ET101B.

(End of Summary of Changes)

SECTION 00010A

LINE ITEMS AND PRICING SCHEDULE

SUPPLEMENTAL CONTRACT 2: ROOSEVELT AVENUE BRIDGE REPLACEMENT

RIO PUERTO NUEVO PROJECT, PUERTO RICO

ITEM NO. ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE AMOUNT

0001 Mobilization and Demobilization 1 Job $

Erosion and Sediment Control and

Turbidity Monitoring 1 Job

0003 Environmental Species Monitoring 1 Job $

0004 Vibration Control and Monitoring 1 Job $

0005 Contracting Officer's Field Office (Fixed Costs) 1 Job $

0006 Contracting Officer's Field Office (Recurring Costs) 57 Month $ $

0007 Partnering Regroups (Estimated Quantity, Note 2) 10 Each $ $

0008 As-Built Drawings & Close Out Submittals 1 Job $

0009 Clearing and Grubbing (Estimated Quantity, Note 2) 1.75 Acre $ $

0010 Demolition 1 Job $

Temporary Bypass Sheet Pile (Estimated Quantity, Note

2) 48,329 Square Feet $ $

Temporary Transverse Sheet Pile C1 and C2 (Estimated

Quanitity, Note 2) 19,275 Square Feet $ $

0013 Transition Sheet Piles (Estimated Quantity, Note 2) 19,372 Square Feet $ $

0014 Tie-Rod Anchors 1 Job $

0015 Steel H-Piling (Estimated Quanitity, Note 2) 486 Vertical Linear Foot $ $

0016 Demonstration Wall 1 Job $

0017 Drilled Shaft Axial Load Test 1 Job $

0018 Drilled Shaft - Type 5B (Estimated Quantity, Note 2) 8,160 Vertical Linear Foot $ $

0019 Drilled Shaft - Type 6B (Estimated Quantity, Note 2) 2,751 Vertical Linear Foot $ $

0020 Drilled Shaft - Type 6C (Estimated Quantity, Note 2) 7,084 Vertical Linear Foot $ $

0021 Drilled Shaft Cap Beam 1 Job $

0022 Jet Grout Seals (Estimated Quantity, Note 2) 2,698 Vertical Linear Foot $ $

0023 Jet Grouting - Ground Improvement 1 Job $

0024 Wall Guardrail (Estimated Quantity, Note 2) 403 Linear Foot $ $

0025 Wall Handrail (Estimated Quantity, Note 2) 598 Linear Foot $ $

0026 Excavation - Channel (Estimated Quantity, Note 2) 39,064 Cubic Yard $ $

0027 Excavation - Embankment (Estimated Quantity, Note 2) 21,789 Cubic Yard

0028 Backfill - Fill #1 (Estimated Quantity, Note 2) 844 Cubic Yard $ $

W912EP23R0003 00010A-1 Amendment 0006

SUPPLEMENTAL CONTRACT 2: ROOSEVELT AVENUE BRIDGE REPLACEMENT

RIO PUERTO NUEVO PROJECT, PUERTO RICO

ITEM NO. ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE AMOUNT

0029 5,811 Cubic Yard $ $

0030 1,001 Linear Foot $ $

0031 214 Linear Foot $ $

0032 2,728 Square Yard $ $

0033 2,858 Each $ $

0034 2,237 Ton $ $

0035 5,990 Ton $ $

0036 2 Each $ $

0037 2 Each $ $

0038 3 Each $ $

0039 1 Each $ $

0040 318 Linear Foot $ $

0041 59 Linear Foot $ $

0042 115 Linear Foot $ $

0043 53 Linear Foot $ $

0044 6 Each $ $

0045 16 Each $ $

0046 1 Job $

0047 1 Job $

0048 1 Job $

0049 1 Job $

0050 463 Vertical Linear Foot $ $

0051 30 Each $ $

0052 1 Job $

0053 1 Job $

0054 334 Square Yard $ $

Backfill - Fill #2 (Estimated Quantity, Note 2)

Wall Groundwater Drains and Filter (Estimated Quantity, Note 2)

Permanent Bridge Abutment Groundwater Drains

(Estimated Quantity, Note 2)

Finish Grading (Estimated Quantity, Note 2)

Gabion Baskets for Bedding (Estimated Quantity, Note 2)

Riprap - Class VIII (Estimated Quantity, Note 2)

Riprap - Class III (Estimated Quantity, Note 2)

18" RCP Headwalls (Estimated Quantity, Note 2)

30" RCP Headwalls (Estimated Quantity, Note 2)

36" RCP Headwalls (Estimated Quantity, Note 2)

54" RCP Headwalls (Estimated Quantity, Note 2)

Storm Drainage Piping - 18" RCP (Estimated Quantity, Note 2)

Storm Drainage Piping - 30" RCP (Estimated Quantity, Note 2)

Storm Drainage Piping - 36" RCP (Estimated Quantity, Note 2)

Storm Drainage Piping - 54" RCP (Estimated Quantity, Note 2)

Drop Inlets/Catch Basins (Estimated Quantity, Note 2)

Storm Drainage Manholes (Estimated Quantity, Note 2)

Stormwater Bypass

Procure, Install, and Remove Detour Bridge

Detour Bridge Roadway Approaches

Detour Bridge Abutment Caps

Drilled Shaft - Middle Pier (Estimated Quantity, Note 2)

Precast Beams (Estimated Quantity, Note 2)

Middle Pier Cap (CIP)

Bridge Slab (CIP)

Bridge Sidewalks (CIP) (Estimated Quantity, Note 2)

Single Slope Barrier (CIP) (Estimated Quantity, Note 2) 211 Linear Foot $ $

W912EP23R0003 00010A-2 Amendment 0006

SUPPLEMENTAL CONTRACT 2: ROOSEVELT AVENUE BRIDGE REPLACEMENT

RIO PUERTO NUEVO PROJECT, PUERTO RICO

ITEM NO. ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE AMOUNT

0056 211 Linear Foot $ $

0057 421 Linear Foot $ $

0058 446 Square Yard $ $

0059 1 Job $

0060 1 Job $

0061 1 Job $

0062 1,079 Square Yard $ $

0063 4,473 Square Yard $ $

0064 2,819 Ton $ $

0065 4,824 Square Yard $ $

0066 1 Job $

0067 657 Square Yard $ $

0068 448 Linear Foot $ $

0069 359 Linear Foot $ $

0070 2 Each $ $

0071 3,244 Square Yard $ $

0072 4,358 Square Yard $ $

0073 1 Job $

0074 1 Job $

0075 39 Month $ $

0076 48 Hour $ $

0077 1 Job $

0078 1 Job $131,808.00**

0079 1 Job $

0080 1 Job $

0081 1 Job $

Median Barrier (Estimated Quantity, Note 2)

Sidewalk Barrier (Estimated Quantity, Note 2)

Concrete Approach Slab (Estimated Quantity, Note 2)

10" DIP Waterline Relocation

30" DIP Waterline Relocation

Traffic Control

Granular Subbase Course (Estimated Quantity, Note 2)

Aggregate Base Course (Estimated Quantity, Note 2) Asphaltic Concrete Pavement (Estimated Quantity, Note

2)

Milling Asphalt (Estimated Quantity, Note 2)

Lane Striping

Permanent Access Road (Estimated Quantity, Note 2)

Chain Link Fencing (Estimated Quantity, Note 2)

Ornamental Fencing (Estimated Quantity, Note 2)

Vehicular Gates (Estimated Quantity, Note 2)

Sodding (Estimated Quantity, Note 2)

Seeding (Estimated Quantity, Note 2)

Tree and Shrub Planting

Restoration

Channel Bypass Overtopping - Dewater Equipment

Standby (Estimated Quantity, Note 2)

Channel Bypass Overtopping - Dewater Equipment

Operation (Estimated Quantity, Note 2)

Electrical Relocations (PREPA)

PREPA Electrical Power Charges

Telecommunications Relocations (AT&T/Liberty)

Telecommunications Relocations (Claro)

Telecommunications Relocations (WorldNet)

Lighting Relocations (PRHTA) 1 Job $

W912EP23R0003 00010A-3 Amendment 0006

SUPPLEMENTAL CONTRACT 2: ROOSEVELT AVENUE BRIDGE REPLACEMENT

RIO PUERTO NUEVO PROJECT, PUERTO RICO

ITEM NO. ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE AMOUNT

0083 Bridge Lighting Charges 1 Job $160,776.00

Municipal Tax (5.5% of the Subtotal Line Items 0001 through 0083) Job $

TOTAL BASE (LINE ITEMS 0001 THROUGH 0084) $

NOTES:

See Clause 52.211-18 "Variation in Estimated Quantity" of Section 00700 contract clauses.

** Estimated cost from utility provider

W912EP23R0003 00010A-4 Amendment 0006

(2) Quantities shown are estimated; actual quantities may vary.

(1) Proposal must price all line items. See Section 00 10 00 "Instruction to Offerors."

RIO PUERTO NUEVO PROJECT SUPPLEMENTAL CONTRACT 2

San Juan, Puerto Rico

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 45 00

RESIDENT MANAGEMENT SYSTEM CONTRACTOR MODE (RMS CM)

03/20

PART 1 GENERAL

1.1 REFERENCES

1.2 CONTRACT ADMINISTRATION

1.2.1 Electronic Communications

1.2.2 Other Factors

1.3 RMS SOFTWARE

1.3.1 RMS CONTRACTOR'S MODE (CM)

1.4 SYSTEM REQUIREMENTS

1.5 RELATED INFORMATION

1.5.1 RMS User Guide

1.6 CONTRACT DATABASE

1.7 DATABASE MAINTENANCE

1.7.1 Administration

1.7.1.1 Contractor Information

1.7.1.2 Subcontractor Information

1.7.1.3 Correspondence

1.7.1.4 Equipment

1.7.1.5 Management Reporting

1.7.1.6 Request For Information (RFI)

1.7.2 Finances

1.7.2.1 Pay Activity Data

1.7.2.2 Payment Requests

1.7.3 Quality Control (QC)

1.7.3.1 Daily Contractor Quality Control (CQC) Reports.

1.7.3.2 Deficiency Tracking.

1.7.3.3 QC Requirements

1.7.3.4 Three-Phase Control Meetings

1.7.3.5 Labor and Equipment Hours

1.7.3.6 Accident/Safety Reporting

1.7.3.7 Features of Work

1.7.3.8 Hazard Analysis

1.7.4 Submittal Management

1.7.5 Schedule

1.7.6 Import/Export of Data

1.8 IMPLEMENTATION

1.9 MONTHLY COORDINATION MEETING

1.10 NOTIFICATION OF NONCOMPLIANCE

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION (NOT USED)

-- End of Section Table of Contents --

SECTION 01 45 00 Page 1 W912EP23R0003 Amendment 0006

SECTION 01 45 00 Page 2

SECTION 01 45 00

RESIDENT MANAGEMENT SYSTEM CONTRACTOR MODE (RMS CM)

03/20

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 Safety and Health Requirements Manual

1.2 CONTRACT ADMINISTRATION

The Government will use the Resident Management System (RMS) 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 CM, 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 (https://rms.usace.army.mil/datafiles/rmsdocwebsite/default.html). 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, and electronically share information with the Government in the following areas:

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

1.2.1 Electronic Communications

For ease and speed of communications, exchange correspondence and other documents (i.e., Correspondence and Payment Requests)in electronic format via RMS, unless otherwise approved by the Contracting Officer.

Correspondence, pay requests and other documents comprising the official contract record are also to be provided in paper format, with signatures and dates where necessary. Paper documents will govern, in the event of discrepancy with the electronic version.

1.2.2 Other Factors

Particular attention is directed to Contract Clause, SCHEDULES FOR CONSTRUCTION CONTRACTS, Contract Clause, PAYMENTS, Section 01 32 01 PROJECT SCHEDULE, Section 01 33 00 SUBMITTAL PROCEDURES, and Section 01 45 04 CONTRACTOR QUALITY CONTROL, which have a direct relationship to the reporting to be accomplished through RMS. Also, there is no separate payment for establishing and maintaining the RMS database; costs

SECTION 01 45 00 Page 3 associated will be included in the contract pricing for the work.

1.3 RMS SOFTWARE

RMS is a Windows-based program that can be run on a Windows based PC meeting the requirements as specified in Section 1. 34. The Government will make available the RMS software to the Contractor after award of the construction contract. Prior to the Preconstruction Conference, download, install and use the latest version of the RMS software from the Government's RMS Internet Website. Any program updates of RMS will be made available to the Contractor via the Government RMS Website as the updates become available.

1.3.1 RMS CONTRACTOR'S MODE (CM)

RMS Contractor's Mode or RMS CM is the replacement for Quality Control System or QCS. The database remains the same. References to RMS in this specification includes RMS CM.

1.4 SYSTEM REQUIREMENTS

The following is the minimum system configuration required to run RMS and Contractor Mode:

Minimum RMS System Requirements

Hardware

Windows-based PC 1.5 GHz 2 core or higher processor

RAM 8 GB

Hard drive disk 200 GB space for sole use by the RMS system

Monitor Screen resolution 1366 x 768

Mouse or other pointing device

Windows compatible printer Laser printer must have 4 MB+ of RAM

Connection to the Internet minimum 10 Mbs per user

Software

MS Windows Windows 7 x 64 bit (RMS requires 64 bit O/S) or newer

Word Processing software Viewer for MS Word 2013, MS Excel 2013, or newer

SECTION 01 45 00 Page 4

Minimum RMS System Requirements

Microsoft.NET Framework Coordinate with the Contracting Officer for free version required

Email MAPI compatible

Virus protection software Regularly upgraded with all issued manufacturer's updates and is able to detect most zero day viruses.

1.5 RELATED INFORMATION

1.5.1 RMS User Guide

After contract award, download instructions for the installation and use of RMS from the Government RMS Internet Website.

1.6 CONTRACT DATABASE

Prior to the preconstruction conference, the Government will provide the Contractor with basic contract award data to use for RMS. The Government will provide data updates to the Contractor as needed. These updates will generally consist of submittal reviews, correspondence status, Quality Assurance(QA) comments, and other administrative and QA data.

1.7 DATABASE MAINTENANCE

Establish, maintain, and update data in the RMS database throughout the duration of the contract at the Contractor's site office. Submit data updates to the Government (e.g., daily reports, submittals, RFIs, schedule updates, payment requests) using RMS. The RMS database typically includes current data on the following items:

1.7.1 Administration

1.7.1.1 Contractor Information

Contain within the database the Contractor's name, address, telephone numbers, management staff, and other required items. Within 7 calendar days of receipt of RMS software from the Government, deliver Contractor administrative data in electronic format in RMS.

1.7.1.2 Subcontractor Information

Contain within the database the name, trade, address, phone numbers, and other required information for all subcontractors. A subcontractor is listed separately for each trade to be performed. Assign each subcontractor/trade a unique Responsibility Code, provided in RMS. Within 7 calendar days of receipt of RMS software from the Government, deliver subcontractor administrative data in electronic format.

SECTION 01 45 00 Page 5

1.7.1.3 Correspondence

Identify all Contractor correspondence to the Government with a serial number. Prefix correspondence initiated by the Contractor's site office with S. Prefix letters initiated by the Contractor's home (main) office with H. Letters are numbered starting from 0001. (e.g., H-0001 or S-0001).

The Government's letters to the Contractor will be prefixed with C.

1.7.1.4 Equipment

Contain within the Contractor's RMS database a current list of equipment planned for use or being used on the jobsite, including the most recent and planned equipment inspection dates.

1.7.1.5 Management Reporting

RMS includes a number of reports that Contractor management can use to track the status of the project. The value of these reports is reflective of the quality of the data input, and is maintained in the various sections of RMS. Among these reports are: Progress Payment Request worksheet, Quality Assurance/Quality Control (QA/QC) comments, Submittal Register Status, Three-Phase Control checklists.

1.7.1.6 Request For Information (RFI)

Exchange all RFIs using the built-in RFI generator and tracker in RMS.

1.7.2 Finances

1.7.2.1 Pay Activity Data

Include within the RMS database a list of pay activities that the Contractor develops in conjunction with the construction schedule. The sum of pay activities equals the total contract amount, including modifications. Each pay activity must be assigned to a Contract Line Item Number (CLIN). The sum of the activities equals the amount of each CLIN.

The sum of all CLINs equals the contract amount.

1.7.2.2 Payment Requests

Prepare all progress payment requests using RMS. Complete the payment request worksheet, prompt payment certification, and payment invoice in RMS. Update the work completed under the contract, measured as percent or as specific quantities, at least monthly. After the update, generate a payment request report using RMS. Submit the payment request, prompt payment certification, and payment invoice with supporting data using RMS CM. A signed paper copy of the approved payment request is also required and will govern in the event of discrepancy with the electronic version.

1.7.3 Quality Control (QC)

RMS provides a means to track implementation of the three-phase QC Control System, prepare daily reports, identify and track deficiencies, document progress of work, and support other Contractor QC requirements. Maintain this data on a daily basis. Entered data will automatically output to the RMS generated daily report. Provide the Government a Contractor Quality Control (CQC) Plan within the time required in Section 01 45 04 CONTRACTOR QUALITY CONTROL. Within 7 calendar days of Government acceptance, submit a RMS update reflecting the information contained in the accepted CQC Plan:

SECTION 01 45 00 Page 6 schedule, pay activities, features of work, submittal register, QC requirements, and equipment list.

1.7.3.1 Daily Contractor Quality Control (CQC) Reports.

RMS includes the means to produce the Daily CQC Report. The Contractor can use other formats to record basic QC data. However, the Daily CQC Report generated by RMS must be the Contractor's official report. Summarize data from any supplemental reports by the Contractor and consolidate onto the RMS-generated Daily CQC Report. Submit daily CQC Reports as required by Section 01 45 04 CONTRACTOR QUALITY CONTROL. Electronically submit reports to the Government within 24 hours after the date covered by the report.

Also provide the Government a signed, printed copy of the daily CQC report.

1.7.3.2 Deficiency Tracking.

Use RMS to track deficiencies. Deficiencies identified by the Contractor will be numerically tracked using its QC punch list items. Maintain a current log of its QC punch list items in the RMS database. The Government will log the deficiencies it has identified using its QA punch list items.

The Government's QA punch list items will be included in its export file to the Contractor. Regularly update the correction status of both QC and QA punch list items.

1.7.3.3 QC Requirements

Develop and maintain a complete list of QC testing and required structural and life safety special inspections required by the International Code Council, transferred and installed property, and user training requirements in RMS. Update data on these QC requirements as work progresses, and promptly provide the information to the Government via RMS.

1.7.3.4 Three-Phase Control Meetings

Maintain scheduled and actual dates and times of preparatory and initial control meetings in RMS.

1.7.3.5 Labor and Equipment Hours

Log labor and equipment exposure hours on a daily basis. The labor and equipment exposure data will be rolled up into a monthly exposure report.

1.7.3.6 Accident/Safety Reporting

The Government will issue safety comments, directions, or guidance whenever safety deficiencies are observed. The Government's safety comments will be provided via RMS CM. Regularly update the correction status of the safety comments. In addition, use RMS to advise the Government of any accidents occurring on the jobsite. A brief supplemental entry of an accident is not to be considered as a substitute for completion of mandatory reports, e.g., ENG Form 3394 and OSHA Form 300.

1.7.3.7 Features of Work

Include a complete list of the features of work in the RMS database. A feature of work is associated with multiple pay activities. However, each pay activity (see subparagraph PAYMENT ACTIVITY DATA of paragraph FINANCES) will only be linked to a single feature of work.

SECTION 01 45 00 Page 7

1.7.3.8 Hazard Analysis

Use RMS CM to develop a hazard analysis for each feature of work included in the CQC Plan. The Activity Hazard Analysis will include information required by EM 385-1-1 , paragraph 01.A.1 34.

1.7.4 Submittal Management

For Design-Bid-Build contracts, the Government will provide the initial submittal register in electronic format. For Design-Build contracts, the Designer of Record is responsible for developing the submittal register in electronic format. Thereafter, maintain a complete list of submittals, including completion of data columns. Dates when submittals are received and returned by the Government will be included. Use RMS CM to track and transmit submittals. ENG Form 4025, submittal transmittal form, and the submittal register update is produced using RMS. RMS will be used to update, store, and exchange submittal registers and transmittals. In addition to requirements stated in section 01 33 00 SUBMITTAL PROCEDURES, actual submittals are to be stored in RMS CM, with hard copies also provided. Exception will be where the Contracting Officer specifies only hard copies required, where size of document cannot be saved in RMS CM, and where samples, spare parts, color boards, and full-size drawings are to be provided.

1.7.5 Schedule

Develop a construction schedule consisting of pay activities, in accordance with Section 01 32 01 PROJECT SCHEDULE. Input and maintain in the RMS database the schedule either manually or by using the Standard Data Exchange Format (SDEF) (see Section 01 32 01 PROJECT SCHEDULE).

Include with each pay request the updated schedule. Provide electronic copies of transmittals.

1.7.6 Import/Export of Data

RMS includes the ability to import schedule data using SDEF.

1.8 IMPLEMENTATION

Use of RMS CM as described in the preceding paragraphs is mandatory.

Ensure that sufficient resources are available to maintain contract data within the RMS CM system. RMS CM is an integral part of the Contractor's management of quality control.

1.9 MONTHLY COORDINATION MEETING

Update the RMS CM database each workday. At least monthly, generate, and submit a schedule update. At least 1 week prior to submittal, meet with the Contracting Officer to review the planned progress payment data submission for errors and omissions.

Make required corrections prior to Government acceptance of the export file and progress payment request. Payment requests accompanied by incomplete or incorrect data submittals will not be accepted. The Government will not process progress payments until all required corrections are processed.

SECTION 01 45 00 Page 8

1.10 NOTIFICATION OF NONCOMPLIANCE

The Contracting Officer will notify the Contractor of any detected noncompliance with the requirements of this specification. Take immediate corrective action after receipt of such notice. Such notice, when delivered to the Contractor at the work site, will be deemed sufficient for the purpose of notification.

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION (NOT USED)

-- End of Section --

SECTION 01 45 00 Page 9

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 45 04

CONTRACTOR QUALITY CONTROL

09/21

PART 1 GENERAL

1.1 RESIDENT MANAGEMENT SYSTEM (RMS)

1.1.1 Help Support

1.2 DEFINITIONS

1.2.1 Contractor's Representative (Site Superintendent or Project

Manager)

1.2.2 Definable Features of Work

1.2.3 Quality Control (QC) System Manager

1.2.4 Quality Control (QC) Staff

1.2.5 Safety Officer

1.2.6 Qualified Scheduler

1.3 REFERENCES

1.4 SUBMITTALS

1.5 WORK SCHEDULE

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION

3.1 GENERAL

3.2 CONTRACTOR QUALITY CONTROL (CQC) PLAN

3.2.1 General

3.2.1.1 CQC Plan Resubmittal

3.2.1.2 Failure

3.2.2 Content of CQC Plan

3.2.3 Acceptance of Plan

3.2.4 Notification of Changes

3.3 COORDINATION MEETING

3.4 QUALITY CONTROL (QC) ORGANIZATION

3.4.1 General

3.4.2 CQC System Manager

3.4.3 Qualified Scheduler

3.4.4 CQC Personnel

3.4.5 CQM-C Training Requirement

3.4.6 Registered Land Surveyor (RLS)

3.4.7 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

SECTION 01 45 04 Page 1

3.7.2 Testing Laboratories

3.7.2.1 Laboratory Requirements and Validations

3.7.3 Samples for Contracting Officer Testing

3.8 COMPLETION INSPECTIONS

3.8.1 Punch-out Inspection

3.8.2 Pre-final Inspection

3.8.3 Final Acceptance Inspection

3.9 DOCUMENTATION

3.10 NOTIFICATION OF NONCOMPLIANCE

3.11 SAMPLE FORMS

-- End of Section Table of Contents --

SECTION 01 45 04 Page 2

SECTION 01 45 04

CONTRACTOR QUALITY CONTROL

09/21

PART 1 GENERAL

1.1 RESIDENT MANAGEMENT SYSTEM (RMS)

Use the most currently approved version of Government-furnished RMS Contractor Mode software as indicated in Section 01 45 00 RESIDENT

MANAGEMENT SYSTEM CONTRACTOR MODE (RMS CM).

1.1.1 Help Support

Contractor should contact following help phone numbers for assistance.

Step 1 - Call your Area Office RMS Administrator:

Area Office RMS Administrators:

North Florida - 904-232-3818 South Florida - 561-308-2116 San Juan - 787-729-6901/787-729-6833

Step 2 - Submit a ticket via the RMS support website. Tickets can be submitted at http://rms.usace.army.mil .

1.2 DEFINITIONS

1.2.1 Contractor's Representative (Site Superintendent or Project Manager)

Highest level manager located onsite and responsible for site construction and related activities including quality, safety, environmental protection, and production.

1.2.2 Definable Features of Work

Construction task separate and distinct from other tasks and having separate control requirements. A definable feature of work may be identified by different trades or disciplines, or it may be work by the same trade in a different environment. An example for concrete would be:

formwork, placement, finish, curing.

1.2.3 Quality Control (QC) System Manager

A person assigned duties to manage Contractor's Quality Control (CQC) system. CQC System Manager must have written delegated authority sufficient to stop non-conforming work.

1.2.4 Quality Control (QC) Staff

Persons assigned CQC functions and performing QC activities. CQC Staff members may be employees of Contractor, subcontractors, testing laboratories, product representatives; however, CQC Staff are working under direction of CQC System Manger.

SECTION 01 45 04 Page 3

1.2.5 Safety Officer

Person assigned responsibility for site safety management. The Safety Officer must have no other duties. See Section 01 35 26 GOVERNMENTAL

SAFETY REQUIREMENTS.

1.2.6 Qualified Scheduler

Person assigned responsibility for the preparation of the schedule, all required schedule updates, and preparation of all required schedule reports.

1.3 REFERENCES

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

ASTM INTERNATIONAL (ASTM)

ASTM C1077 (2017) Standard Practice for Agencies Testing Concrete and Concrete Aggregates for Use in Construction and Criteria for Testing Agency Evaluation

ASTM D3666 (2016) Standard Specification for Minimum Requirements for Agencies Testing and Inspecting Road and Paving Materials

ASTM D3740 (2012a) Minimum Requirements for Agencies Engaged in the Testing and/or Inspection of Soil and Rock as Used in Engineering Design and Construction

ASTM E329 (2018) Standard Specification for Agencies Engaged in Construction Inspection, Testing, or Special Inspection

U.S. ARMY CORPS OF ENGINEERS (USACE)

ER 1110-1-261 (1999) Quality Assurance of Laboratory Testing Procedures

ER 1110-1-263 (1998) Chemical Data Quality Management for Hazardous, Toxic, Radioactive Waste Remedial Activities

ER 1180-1-6 (1995) Construction Quality Management

Corps of Engineers publications Internet location site is:

http://www.publications.usace.army.mil/.

1.4 SUBMITTALS

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

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Submittal the following

SECTION 01 45 04 Page 4 in accordance with Section 01 33 00 SUBMITTAL PROCEDURES. Submit the following preconstruction submittal items no later than 30 calendar days after Notice to Proceed:

SD-01 Preconstruction Submittals

Contractor Quality Control (CQC) Plan ; G, RO

Work Schedule ; G, RO

SD-07 Certificates

Laboratory Qualifications ; G, RO

Letter of Authority

1.5 WORK SCHEDULE

Submit Contractor's work schedule (shifts, days, hours) to the Contracting Officer for approval. Notify the Contracting Officer 48 hours prior to any temporary changes in this schedule. Resubmit permanent changes to Initial Work Schedule.

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION

3.1 GENERAL

Contractor is responsible to plan and execute QC in accordance with ER 1180-1-6 . Establish and maintain an effective QC system in compliance with the Clause INSPECTION OF CONSTRUCTION of Section 00700 CONTRACT CLAUSES in Volume 1. QC system consists of plans, procedures, and organization necessary to produce a quality end product that complies with contract. QC system must cover all construction operations, both onsite and offsite activities, and be keyed to definable features of work, construction sequence and schedule. Project Manager/Superintendent is responsible for quality of work and is subject to removal by Contracting Officer for non-compliance with contract quality requirements. Project Manager/Superintendent must be onsite at all times except as otherwise approved by the Contracting Officer.

3.2 CONTRACTOR QUALITY CONTROL (CQC) PLAN

Upon receiving Notice of Award to Proceed , prepare a CQC Plan specific to project organization, site, and features of work. Describe proposed procedures to implement requirements of Clause INSPECTION OF CONSTRUCTION of Section 00700 CONTRACT CLAUSES in Volume 1. After a Preconstruction Conference, Contracting Officer will schedule a Coordination Meeting (see paragraph COORDINATION MEETING below). Contractor's CQC Plan will be discussed in detail by onsite personnel from Contractor and Contracting Officer. Contracting Officer may accept an Interim CQC Plan under a conditional acceptance for first 30 days of operation when CQC Plan first applicable definable features of work are acceptable. Submit no later than 30 calendar days after commencement of work, an acceptable overall CQC Plan.

SECTION 01 45 04 Page 5

3.2.1 General

No later than 30 calendar days after Notice to proceed, submit a written CQC Plan for review and acceptance by Contracting Officer. CQC Plan submittal will be reviewed by Contracting Officer and discussed in detail at the Coordination Meeting. See paragraph COORDINATION MEETING below.

Fully describe proposed procedures to implement requirements of Clause INSPECTION OF CONSTRUCTION of Section 00700 CONTRACT CLAUSES in Volume 1.

CQC Plan must identify personnel, procedures, control, instructions, tests, records, and forms to be used. Contracting Officer may accept an Interim CQC Plan under a conditional acceptance for first 30 calendar days of operation when construction QC planning for first definable features of work are acceptable. Submit no later than 30 calendar days after commencement of work, an acceptable overall CQC Plan.

3.2.1.1 CQC Plan Resubmittal

No construction will be allowed to start until an Interim CQC Plan is conditionally accepted. When an Interim CQC Plan is conditionally accepted, revise and resubmit overall project CQC Plan for Contracting Officer's acceptance. When Contractor is working under an Interim CQC Plan, until Contractor submits an acceptable final CQC Plan, Contracting Officer will retain funds from progress payments in accordance with Clause PAYMENTS UNDER FIXED-PRICE CONSTRUCTION CONTRACTS of Section 00700 CONTRACT CLAUSES in Volume 1. When no acceptable CQC Plan is resubmitted within a reasonable time, as determined by Contracting Officer, Contracting Officer may order Contractor to stop work until such time as a CQC Plan is accepted. Such a directed stop work order must not be considered a suspension of work under Clause SUSPENSION OF WORK of Section 00700 CONTRACT CLAUSES in Volume 1. No pay or construction period adjustments will be allowed as a result of a directed stop work order based on Contractor inability to plan QC in a manner acceptable to Contracting Officer.

3.2.1.2 Failure

Failure to comply with above requirements within time prescribed will be considered a condition endangering contract performance and may be considered grounds for termination of contract in accordance with Clause DEFAULT (FIXED-PRICE CONSTRUCTION) of Section 00700 CONTRACT CLAUSES in Volume 1.

3.2.2 Content of CQC Plan

CQC Plan must cover all construction operations, both onsite and offsite, including work by subcontractors, fabricators, suppliers, and purchasing agents:

a. Describe QC Organization: Include an Organization Chart with lines of authority and reporting. CQC Staff must include a CQC System Manager who must perform their duties. For CQC matters, CQC System Manager must directly report to Contractor other than Project Manager/Site Superintendent.

b. Definable Features of Work: Although each section of specifications may generally be considered as a definable feature of work, there are frequently more than one definable features under a particular section. A definable feature of work list will be agreed upon during the Coordination Meeting.

SECTION 01 45 04 Page 6

c. CQC Staff Qualifications: Names, qualifications (in resume format), duties, responsibilities, and authorities of each person assigned a CQC function. If included, see paragraph LIMITATIONS ON SUBSTITUTIONS FOR CERTAIN POSITIONS AND/OR SUBCONTRACTORS of Section 00800 SPECIAL REQUIREMENTS in Volume 1.

d. Letter of Authority : Letter to CQC System Manager signed by an authorized Contractor official which describes responsibilities and delegates sufficient authorities to perform functions of the CQC System Manager including authority to stop work not in compliance with contract.

e. Submittal Control: Procedures for scheduling, reviewing, certifying, and managing submittals, including submittal items from subcontractors, offsite fabricators, suppliers, and purchasing agents.

Procedures must be in accordance with Section 01 33 00 SUBMITTAL

PROCEDURES.

f. Testing: Control, verification, and acceptance testing procedures.

Provide a list of specific tests. Provide information including test type or testing standard, specification paragraph requiring test, feature of work being tested, test frequency, and identify who (i.e., Contractor, subcontractor, Testing Laboratory) is responsible for each test (Laboratory facilities must be approved by the Contracting Officer).

g. Three-Phase Control: Procedures to implement three-phase QC system.

Procedures to plan and document preparatory, initial, and follow-up control phases.

h. Deficiency Tracking: Procedures for tracking construction deficiencies from identification through acceptable corrective action. Establish procedures that verify deficiencies have been corrected and document correction.

i. Reports and Forms: Reporting procedures, including proposed reporting formats and sample forms.

j. Table of Contents: Pages of the QC plan must be numbered including appendices. Table of contents must be provided. Sections of the plan and all appendices must be indexed in the table of contents.

3.2.3 Acceptance of Plan

Conditional acceptance of a Contractor's Interim CQC Plan is required prior to start of construction. Within a specified period after commencement of work, Contractor's overall CQC Plan requires Contracting Officer's acceptance or work is subject to a stop work directive.

Contracting Officer's acceptance is conditional and is contingent on satisfactory performance during the construction. Contracting Officer reserves the right to require Contractor to make changes in their CQC Plan and construction operations, including removal of personnel, in order to obtain required contract quality.

3.2.4 Notification of Changes

Submit to the Contracting Officer in writing a minimum of 30 calendar days prior to CQC Plan procedure changes. Proposed changes are subject to

SECTION 01 45 04 Page 7

Contracting Officer acceptance.

3.3 COORDINATION MEETING

Refer to Section 01 30 00 ADMINISTRATIVE PROCEDURES. Contracting Officer will schedule a Coordination Meeting where Contractor, CQC Staff, and Contracting Officer will develop a mutual understanding of Contractor's CQC Plan with Contracting Officer's Quality Assurance. CQC Plan will be discussed in detail, including forms for recording CQC operations, control activities, testing, administration of the system for both onsite and offsite work. CQC both onsite and offsite, safety and environmental protection and supervision by QC personnel, and the joint Risk Management plan and register will be discussed. Meeting minutes will be prepared by Contracting Officer and signed by both parties. Minutes will become part of contract files. There may be occasions when subsequent conferences will be called by either party to reconfirm mutual understandings or address deficiencies in CQC system or procedures requiring corrective action.

3.4 QUALITY CONTROL (QC) ORGANIZATION

3.4.1 General

CQC Organization must have a CQC System Manager, and sufficient number of additional qualified personnel to ensure contract QC for workmanship and materials, including safety and environmental protection compliance.

Designate a Safety Officer who must serve as a member of CQC Staff.

Personnel identified in other contract sections as requiring specialized skills to assure work is performed properly must also be included as part of CQC Organization. Contractor's CQC Staff must be present onsite during work and have authority and responsibility to ensure contract compliance.

CQC Staff must be subject to acceptance by Contracting Officer. Provide office space, filing systems and other resources as necessary to maintain an effective and functional CQC Organization. Complete records of letters, transmitted submittal items, shop drawings, progress schedules, changes to contract drawings, test results, and other project documentation must be given promptly furnished to CQC Organization by Contractor. CQC Organization must maintain these documents and records onsite unless otherwise approved by Contracting Officer.

3.4.2 CQC System Manager

Appoint, as CQC System Manager, an individual within the onsite work organization that is responsible for overall management of CQC and has the authority to act in all CQC matters for the Contractor. The CQC System Manager is required to have a degree in either engineering, architecture, or construction management, with a minimum of 5 years construction experience on construction similar to this Contract as approved by the Contracting Officer . This CQC System Manager or Alternate must be on site at all times during active construction activities and is employed by the prime Contractor. Refer to Paragraph CONTRACTOR QUALITY CONTROL (CQC) SYSTEM MANAGER above to determine if the CQC System Manager may perform any other duties. The CQC System Manager must NOT be assigned other duties.

Identify in the QC Plan an Alternate CQC System Manager to serve in the event of the CQC System Manager's absence. The Alternate must not perform other duties when performing CQC activities. The requirements for the Alternate are the same as the CQC System Manager. CQC System Manager and Alternate must meet the CQM-C training listed below.

SECTION 01 45 04 Page 8

3.4.3 Qualified Scheduler

See Section 01 32 01 PROJECT SCHEDULE.

3.4.4 CQC Personnel

In addition to CQC personnel specified elsewhere in contract, provide as part of CQC Organization specialized personnel to assist CQC System Manager for the following areas: Safety, including confined space, electrical, mechanical, civil, structural, geotechnical, hazardous materials, including lead paint or asbestos abatement site competent persons, environmental, architectural, materials technician, and submittals clerk. Individuals may be employees of Contractor, Supplier Product Representative or subcontractor employee as needed, be responsible to the CQC System Manager, be physically present at the construction site during work on their areas of responsibility, and have necessary education and experience in accordance with experience matrix listed herein. These individuals may perform other duties but must be allowed sufficient time to perform their assigned QC duties as described in the CQC Plan. In addition to any other qualification or requirement, all additional CQC personnel must take the CQM-C training within 6 months of appointment.

Experience Matrix

Area Qualifications

a. Surveyor Persons with 3 yrs survey Refer to paragraph experience currently working

3.4.6 for Surveyor under direct supervision of requirements.

Professional Surveyor and Mapper (PSM).

b. Civil Graduate Civil Engineer with 52 yrs related experience.

c. Mechanical Graduate Mechanical Engineer with 5 yrs experience.

d. Electrical Graduate Electrical Engineer with 5 yrs related experience.

e. Structural Graduate Structural Engineer with 510 yrs experience and with 5 yrs related experience.

f. Geotechnical Engineer Graduate Geotechnical Engineer with 10 yrs experience and 5 yrs related experience.

g. Architectural Graduate Architect with 2 yrs experience

h. Environmental Graduate Environmental

SECTION 01 45 04 Page 9

Engineer with 2 yrs experience.

i. Submittals Submittal Clerk with 1 yr experience.

j. Concrete, Pavements and Soils Materials Technician with 2 yrs experience for the appropriate area.

k. Testing, Adjusting and Balancing Specialist must be a member (TAB) Personnel of AABC or an experienced technician of the firm certified by the NEBB.

3.4.5 CQM-C Training Requirement

CQC System Manager and Alternate must have completed U.S. Army Corps of Engineers course Construction Quality Management For Contractors within the previous 5 years. A completion certificate from any Corps District or Naval Facilities Command is acceptable. In event proposed CQC System Manager has not completed Construction Quality Management for Contractors (CQM-C) training, they must complete this course prior to commencement of work. Do not commence work until these training requirements have been satisfied. Any delays attributable to the Contractor's failure to comply with these pre-work requirements must be at the Contractor's expense and may be cause for remedial action by the Contracting Officer. CQM-C is periodically offered by Jacksonville District. Information regarding course can be obtained by contacting Chief, Quality Assurance Branch at 904-232-1269. Supporting CQC personnel must complete CQM-C training within six 6 months after appointment.

3.4.6 Registered Land Surveyor (RLS)

Contract requires survey QC performed by RLS registered in the Commonwealth of Puerto Rico with a minimum of 3 years of experience . This person must directly supervise layout and post-construction survey. RLS must stamp field notes, computations, and other records relating to surveys and layout of work.

3.4.7 Organizational Changes

When CQC Staff changes are needed, revise CQC Organization Chart in CQC Plan to reflect changes and submit changes to Contracting Officer for acceptance.

3.5 SUBMITTALS AND DELIVERABLES

Submittals must be prepared and transmitted as specified in Section 01 33 00 SUBMITTAL PROCEDURES. CQC Organization must certify submittals comply with contract requirements. Items delivered to Contracting Officer must be controlled, packaged, transported and stored in a manner to prevent damage or loss. Deliverables, including QC documentation, invoices, correspondence, must be controlled to prevent loss or delays.

3.6 CONTROL

CQC is the means by which Contractor ensures construction, including that of subcontractors and suppliers, complies with contract. Conduct

SECTION 01 45 04 Page 10

Preparatory Phase and Initial Phase meetings for each definable feature of work (Refer to Section 01 30 00 ADMINISTRATIVE PROCEDURES). At least three phases of control must be conducted by the CQC System Manager for each definable feature of the construction work as follows:

3.6.1 Preparatory Phase

Preparatory Phase must be performed prior to beginning work on each definable feature of work. Notify Contracting Officer at least 24 hours in advance of beginning preparatory control phase. Ensure proposed plans, activity hazard analyses, permits and submittals, are approved and copies are onsite. Conduct a Preparatory Phase meeting headed by CQC System Manager and attended by Superintendent, other CQC personnel, and foremen responsible for supervising workmanship for definable feature of work.

Document Preparatory Phase actions using Preparatory Phase Checklist and meeting minutes prepared by CQC System Manager. Attach checklist and minutes to CQC Report (sample CQC form is on any of the web sites indicated at the end of this Section). Preparatory Phase actions include:

a. Review each paragraph of specifications, reference codes, and standards. Review copies of referenced codes and standards applicable to work to be accomplished. Make copies available for use by Contracting Officer personnel and Contractor CQC Staff at Preparatory Phase meeting. Maintain copies available until final acceptance of work.

b. Review of contract drawings.

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

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

e. Examine work area to assure required preliminary work is complete and in compliance with contract.

f. Inspect materials, equipment, and sample work to assure that they are on hand, conform to approved or information only submittal items, and are properly stored.

g. Review of activity hazard analysis to assure safety requirements are met.

h. Discuss procedures for controlling quality of the work including preventing repetitive deficiencies. Document construction tolerances and workmanship standards for that feature of work.

i. Check to ensure that portion of plan for work to be performed has been accepted by…