W912PL23B0005 AMENDMENT 0003.pdf

Offers 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 or (c) By separate letter or electronic communication 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 letter or electronic communication, provided each letter or electronic communication makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

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

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

1. CONTRACT ID CODE

2. AMENDMENT/MODIFICATION NUMBER 3. EFFECTIVE DATE 4. REQUISITION/PURCHASE REQUISITION NUMBER 5. PROJECT NUMBER (If applicable)

7. ADMINISTERED BY (If other than Item 6) CODE

STANDARD FORM 30 (REV. 11/2016)

Prescribed by GSA FAR (48 CFR) 53.243

FACILITY CODE

9A. AMENDMENT OF SOLICITATION NUMBER

9B. DATED (SEE ITEM 11)

10A. MODIFICATION OF CONTRACT/ORDER NUMBER

10B. DATED (SEE ITEM 13)

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

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

12. ACCOUNTING AND APPROPRIATION DATA (If required) copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

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

IT MODIFIES THE CONTRACT/ORDER NUMBER AS DESCRIBED IN ITEM 14.

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

NUMBER IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation data, 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)

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.

15C. DATE SIGNED

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

16C. DATE SIGNED

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

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

PAGE OF PAGES

6. ISSUED BY CODE

8. NAME AND ADDRESS OF CONTRACTOR (Number, street, county, State and ZIP Code) (X)

CODE

15B. CONTRACTOR/OFFEROR

(Signature of person authorized to sign)

16B. UNITED STATES OF AMERICA

(Signature of Contracting Officer)

Previous edition unusable

0003 04/17/2023

USACE-LOS ANGELES DISTRICT

Contracting Division, West Region Branch 915 Wilshire Blvd, Suite 930 Los Angeles, CA 90017

W912PL23B0005

03/13/2023

X

W912PL

X

Munitions Igloo West, Edwards AFB, CA Due date for receipt of bids is April 24, 2023 at 1:00 PM local time.

The Virtual Bid Opening will be held on April 24, 2023 at 2:00 PM local time.

See SF30 Continuation Page for Revisions

X

Page 1 of 21 AMENDMENT 0003

INSTRUCTIONS (Back Page):

Instructions for items other than those that are self-explanatory, are as follows:

Item 1 (Contract ID Code). Insert the contract type identification code that appears in the title block of the contract being modified.

Item 3 (Effective date).

(1)

(2)

(3)

(4)

(5)

For a solicitation amendment, change order, or administrative change, the effective date shall be the issue date of the amendment, change order, or administrative change.

For a supplemental agreement, the effective date shall be the date agreed to by the contracting parties.

For a modification issued as an initial or confirming notice of termination for the convenience of the Government, the effective date and the modification number of the confirming notice shall be the same as the effective date and modification number of the initial notice.

For a modification converting a termination for default to a termination for the convenience of the Government, the effective date shall be the same as the effective date of the termination for default.

For a modification confirming the contracting officer's determination of the amount due in settlement of a contract termination, the effective date shall be the same as the effective date of the initial decision.

(a)

(b)

(c)

(d)

(e)

(f)

Item 6 (Issued By). Insert the name and address of the issuing office. If applicable, insert the appropriate issuing office code in the code block.

Item 8 (Name and Address of Contractor). For modifications to a contract or order, enter the contractor's name, address, and code as shown in the original contract or order, unless changed by this or a previous modification.

Items 9, (Amendment of Solicitation Number - Dated), and 10, (Modification of Contract/Order Number - Dated). Check the appropriate box and in the corresponding blanks insert the number and date of the original solicitation, contract, or order.

Item 12 (Accounting and Appropriation Data).

When appropriate, indicate the impact of the modification on each affected accounting classification by inserting one of the following entries:

(2) Accounting classification Net decrease $

Include subject matter or short title of solicitation/contract where feasible.

Item 16B. The contracting officer's signature is not required on solicitation amendments. The contracting officer's signature is normally affixed last on supplemental agreements.

(i)

NOTE: If there are changes to multiple accounting classifications that cannot be placed in block 12, insert an asterisk and the words "See continuation sheet".

Item 13. Check the appropriate box to indicate the type of modification. Insert in the corresponding blank the authority under which the modification is issued. Check whether or not contractor must sign this document. (See FAR 43.103.)

Item 14 (Description of Amendment/Modification).

Organize amendments or modifications under the appropriate Uniform Contract Format (UCF) section headings from the applicable solicitation or contract. The UCF table of contents, however, shall not be set forth in this document.

Indicate the impact of the modification on the overall total contract price by inserting one of the following entries:

(i) Total contract price increased by $

(ii) Total contract price decreased by $

(iii) Total contract price unchanged.

State reason for modification.

When removing, reinstating, or adding funds, identify the contract items and accounting classifications.

(g)

(h)

When the SF 30 is used to reflect a determination by the contracting officer of the amount due in settlement of a contract terminated for the convenience of the Government, the entry in Item 14 of the modification may be limited to --

(i) A reference to the letter determination; and

(ii) A statement of the net amount determined to be due in settlement of the contract.

(1)

(2)

(3)

(4)

(5)

(6)

STANDARD FORM 30 (REV. 11/2016) BACK

(1) Accounting classification Net increase $

Page 2 of 21 AMENDMENT 0003

SF 30 (Continuation Page)

W912PL23B0005, Amendment No. 0003 Munitions Igloo West, Edwards AFB, CA

NOTICE TO BIDDERS:

This Amendment forms a part of the Covered Contract Documents and modifies the original Bidding Documents dated March 13, 2023, and as noted below. This Amendment shall become part of the Contract Documents to the same extend as though it had been written into the body thereof and bound therein. This Amendment is applicable to the items affected and all Bidderss are held responsible for the contents herein. Acknowledgement of receipt of this Amendment shall be so noted in the space provided on Standard For 1442, Solicitation, Offer and Award. Failure to do so may subject the Bidder to disqualification.

Revised Pages/Sections:

The following revised pages and/or sections, noted as Amendment 0003 and as listed below, are to replace the original pages/sections from Bid Documents dated March 13, 2023:

SF1442 BLOCK 13-A:

Bid due date changed to April 24, 2023.

THE FOLLOWING PLAN SHEETS HAVE BEEN REPLACED IN THEIR ENTIRETY:

a. C-502: Sliding Gate Details

b. CS101 : Site Plan

c. ES101: Electrical Site Plan

d. E-507: Transformer & Switch Details

SPECIFICATION SECTION 01 45 00:

Paragraph 3.4.2 has been replaced in its entirety.

Page 3 of 21 AMENDMENT 0003

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C-502

TOP OR BRACE RAIL ATTACHMENTS

LINE POST ATTACHMENTS

ROUND POSTH-BEAM

2 in. (TYP.)

ROUND POST

TRUSS ROD AND BAND

H-BEAM

BRACE RAIL CLAMP DETAILS

END OR GATE POST DETAIL

TENSION BAND

BRACE RAIL

#9 GAGE TIE WIRES

(24 IN. O.C. MAX.)

TOP OR BRACE RAIL

METAL FENCE FABRIC

TRUSS ROD (3/8

IN. DIA MIN.)

FENCE POST

TENSION BAND

CONCRETE BASE

TIRE WIRE (15 IN. O.C.

MAX. AND WITHIN 4 IN.

FROM TOP AND BOTTOM

OF FABRIC)

TIRE WIRE (15 IN. O.C.

MAX. AND WITHIN 4 IN.

FROM TOP AND

BOTTOM OF FABRIC)

TENSION BAR

CARRIAGE BOLT

TENSION BAR TO ENGAGE

EACH FABRIC LINK

TENSION BAND (15 IN. O.C. MAX. AND

WITHIN 4 IN. FROM TOP AND BOTTOM

OF FABRIC).

METAL FENCE FABRIC

BARBED WIRE OR

TENSION WIRE

TENSION BAND (15 IN. O.C. MAX. AND

WITHIN 4 IN. FROM TOP AND BOTTOM

OF FABRIC).

FASTENING DETAILS: TRUSS ROAD

AND BRACE RAIL DETAILS

SCALE: NONE

FASTENING DETAILS: LINE POST ATTACHMENTS

& BRACE RAIL ATTACHMENTS

SCALE: NONE

FASTENING DETAILS: END/GATE POST ATTACHMENTS AND

TENSION BAND

SCALE: NONE

SLIDING GATE SECTION (TYP)

SCALE: NONE

TYPICAL SINGLE CANTILEVERED SLIDING GATE PLAN & ELEVATION- (4) BAYS SHOWN

SCALE: NONE

2 4 5

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Page 4 of 21 AMENDMENT 0003

BLDG 731

IGLOO #1

(UNDER CONSTRUCTION)

BLDG 732

FUTURE IGLOO #2

N: 2142047.7003 E: 6597685.2799

N: 2141925.3670 E: 6597685.2799

N: 2142047.7003 E: 6597787.7799

N: 2141925.3670 E: 6597787.7799

N: 2141926.5337 E: 6597750.4882

N: 2141926.5337 E: 6597722.5715

N: 2142046.5337 E: 6597750.5227

N: 2142046.5337 E: 6597722.6060

(TYP)

(TYP)

N: 2141847.3670 E: 6597830.0799

N: 2141847.3670 E: 6597647.5323

N: 2142125.7003 E: 6597830.0799

N: 2142125.7003 E: 6597647.5323

(TYP)

(TYP)

28.00'

24.08'

0.

.0

0'

.0 0'

.0

0'

28.00'

.0

0'

2.00' BENCH

WITH 2" SHOTCRETE

2.00' BENCH

WITH 2" SHOTCRETE

N: 2141912.1544 E: 6597811.1123

N: 2141897.1544 E: 6597810.6123

N: 2141904.1544 E: 6597819.1123

N: 2141901.1544 E: 6597819.6123

157.50'157.50'

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GRAPHIC SCALE

( IN FEET )

20 10 20 40 80

1 inch = 20 ft.

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CS101

LEGEND

GENERAL NOTES

1. CRUSHED AGGREGATE PILES ONSITE COULD BE REUSED FOR

RANDOM FILL. REFER TO G-003 FOR LOCATION.

2. POSITIVE DRAINAGE AWAY FROM THE BUILDING SHALL BE

MAINTAINED DURING AND AFTER CONSTRUCTION. REFER TO

SHEET CG101 FOR GRADING DETAILS.

CONCRETE PAVEMENT SECTION PER

DETAIL 2/C-501. REFER TO DETAIL 5/C-501

FOR JOINT LAYOUT PLAN.

KEY NOTES

1. PROJECT BOUNDARY.

2. REMOVE EXISTING AC PAVEMENT WITHIN PROJECT

BOUNDARY.

3. REMOVE EXISTING FENCE BETWEEN BLDG 732 AND BLDG 733.

4. NEW IGLOO BUILDING. SEE STRUCTURAL PLANS FOR DETAILS.

5. CHAIN LINK FENCE, 7' FABRIC, 1' OUTRIGGER, 3-STRAND

BARBWIRE PER DETAILS 1 ON SHEET C-503.

6. 8' x 8' TRANSFORMER AND 9' x 4' SWITCH PADS PER DETAIL 1

ON SHEET C-501. REFER TO THE ELECTRICAL PLAN DETAILS 1

AND 2 ON SHEET E-507 FOR ADDITIONAL INFORMATION.

7. REMOVE EXISTING UTILITY POLES.

8. BOLLARDS PER STRUCTURAL PLANS.

9. REMOVE EXISTING LEAF GATES AND INSTALL NEW 20' WIDE

MOTORIZED SLIDING GATE PER DETAIL 3 ON SHEET C-502.

REFER TO ELECTRICAL PLANS FOR ADDITIONAL DETAILS.

10. INSTALL SIGN POST PER DETAIL 1 ON SHEET C-504.

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Page 5 of 21 AMENDMENT 0003

TRANSFORMER

12''

6" 6"

GRAVEL FILL ALL GROUND

TYP

CONCRETE PAD

GROUND ROD TYP

SPACED 10' O.C.

PRIMARY

SECTION

SECONDARY

SECTION

GROUND LUG

NEUTRAL GROUND

#6 BARS AT 12" O.C.

EACH WAY

4''

8"

6" COMPACTED

GRAVEL SUB-BASE

#4/0 BC

#2 B.C EACH BONDING

JUMPER,EQUIPMENT

AND CABLE SHIELD

GROUND

COMPACTED

GRAVEL SUB-BASE

CONCRETE PAD

GENERAL NOTES:

ON THE MV TRANSFORMER TO HAVE A GROUND RING

CONSISTING OF FOUR OR MORE ¾" BY 10FT GROUND RODS AT THE

CORNERS INTERCONNECTED WITH 4/0 AWG CU. TWO 4/0 THWN

CONNECTIONS TO TRANSFORMER ARE REQUIRED, ONE FROM THE GROUND

RING TO THE MV PRIMARY COMPARTMENT, AND ONE FROM THE GROUND

RING TO THE SECONDARY LV COMPARTMENT.

IF SERVICE TRANSFORMER COUNTERPOISE IS LOCATED WITHIN 10FT OF A

BUILDING GROUND COUNTERPOISE, THE TWO COUNTERPOISES WILL BE

INTERCONNECTED WITH A 4/0 CU GROUNDING WIRE.

NOTES:

1. 15KV SWITCH PAD DETAIL SHALL BE THE SAME AS PAD DETAIL SHOWN

FOR TRANSFORMER IN THE ELEVATION VIEW, IN REGARD TO THE PAD

REQUIREMENTS AND SUB-BASE PREPARATION. 15 KV SWITCH PAD SHALL

BE 6" THICK (MINIMUM) CONCRETE PAD, AND EXTEND 4 INCHES ABOVE

FINISHED GRADE.

LOAD

SECTION 1

LOAD

SECTION 2

LOAD

SECTION 3

15KV

SWITCH 'A'

15KV

SWITCH 'B'

15KV

SWITCH 'C'

OUTGOING

LOAD

CONDUIT

CONCRETE PAD-

EXTEND PAD A MINIMUM OF 6"

BEYOND UNIT ON ALL SIDES

INCOMING PRIMARY

CONDUIT

NEUTRAL

EQUIPMENT

GROUND

GROUND RING

NO. 4/0 AWG MIN

GROUND

ROD

PAD MOUNTED

15 KV SWITCH

6 COMPARTMENT/

(3 SOURCE/3 LOAD)

INSULATED

NEUTRAL GROUND

12KV INCOMING/INSTR. SECTION

NOTE: ENCLOSURE IS NON WALK-IN TYPE AND SHALL BE NEMA 3R RATED

12KV SWITCH/BREAKER SECTION

US Army Corps of Engineers ®

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NOT TO SCALE1 UTILITY TRANSFORMER DETAIL

NOT TO SCALE2 15KV SWITCH DETAIL

NOT TO SCALE3 15 KV SWITCH ELEVATION

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Page 6 of 21 AMENDMENT 0003 l2eddmn9 Polygon l2eddmn9 Typewritten Text l2eddmn9 Polygon

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Page 7 of 21 AMENDMENT 0003

MUNITIONS IGLOO WEST, EDWARDS AFB 2457

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 45 00

QUALITY CONTROL

PART 1 GENERAL

1.1 REFERENCES

1.2 PAYMENT

1.3 SUBMITTALS

PART 2 PRODUCTS

PART 3 EXECUTION

3.1 GENERAL REQUIREMENTS

3.2 CONTRACTOR QUALITY CONTROL (CQC) PLAN

3.2.1 Content of the CQC Plan

3.2.2 Acceptance of Plan

3.2.3 Notification of Changes

3.3 COORDINATION MEETING

3.4 QUALITY CONTROL ORGANIZATION

3.4.1 Personnel Requirements

3.4.2 CQC System Manager

3.4.3 CQC Personnel

3.4.4 Additional Requirement

3.4.5 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

3.7.2 Testing Laboratories

3.7.2.1 Capability Check

3.7.2.2 Capability Recheck

3.7.3 Onsite Laboratory

3.8 COMPLETION INSPECTION

3.8.1 Punch-Out Inspection

3.8.2 Pre-Final Inspection

3.8.3 Final Acceptance Inspection

3.9 DOCUMENTATION

3.9.1 Quality Control Activities

3.9.2 Verification Statement

3.10 IMPLEMENTATION OF GOVERNMENT RESIDENT MANAGEMENT SYSTEM FOR

CONTRACTOR QUALITY CONTROL OF CONTRACT

3.11 SAMPLE FORMS

3.12 NOTIFICATION OF NONCOMPLIANCE

01 45 00 - 1

Page 8 of 21 AMENDMENT 0003

-- End of Section Table of Contents --

01 45 00 - 2

Page 9 of 21 AMENDMENT 0003

SECTION 01 45 00

QUALITY CONTROL

PART 1 GENERAL

1.1 REFERENCES

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

ASTM INTERNATIONAL (ASTM)

ASTM D3740 (2019) Minimum Requirements for Agencies Engaged in the Testing and/or Inspection of Soil and Rock as Used in Engineering Design and Construction

ASTM E329 (2021) Standard Specification for Agencies Engaged in Construction Inspection, Testing, or Special Inspection

1.2 PAYMENT

Separate payment will not be made for providing and maintaining an effective Quality Control program. Include all associated costs in the applicable Pricing Schedule item.

1.3 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. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Contractor Quality Control (CQC) Plan; G

SD-06 Test Reports

Verification Statement

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

3.1 GENERAL REQUIREMENTS

Establish and maintain an effective quality control (QC) system. QC consist of plans, procedures, and organization necessary to produce an end product which complies with the Contract requirements. The QC system

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Page 10 of 21 AMENDMENT 0003 covers all construction operations, both onsite and offsite, and be keyed to the proposed construction sequence. The project superintendent will be held responsible for the quality of work and is subject to removal by the Contracting Officer for non-compliance with the quality requirements specified in the Contract. The project superintendent must have a minimum of 3 years construction experience on construction similar to this contract. In this context the highest level manager responsible for the overall construction activities at the site, including quality and production is the project superintendent. The project superintendent maintains a physical presence at the site at all times and is responsible for all construction and related activities at the site, except as otherwise acceptable to the Contracting Officer.

3.2 CONTRACTOR QUALITY CONTROL (CQC) PLAN

Submit no later than 15 calendar days after receipt of notice to proceed, the Contractor Quality Control (CQC) Plan. Construction will be permitted to begin only after acceptance of the CQC Plan.

3.2.1 Content of the CQC Plan

Include, as a minimum, the following to cover all construction-operations, both onsite and offsite, including work by subcontractors fabricators, suppliers and purchasing agents:

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

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

c. A copy of the letter to the CQC 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 CQC System Manager, including authority to stop work which is not in compliance with the Contract. Letters of direction to all other various quality control representatives outlining duties, authorities, and responsibilities will be issued by the CQC System Manager. Furnish copies of these letters to the Contracting Officer.

d. Procedures for scheduling, reviewing, certifying, and managing submittals, including those of subcontractors, offsite fabricators, suppliers, 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 construction deficiencies from identification

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Page 11 of 21 AMENDMENT 0003 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 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.

j. Coordinate scheduled work with Special Inspections required by Section 01 45 35 SPECIAL INSPECTIONS, the Statement of Special Inspections and the Schedule of Special Inspections. Where the applicable Code issue by the International Code Council (ICC) calls for inspections by the Building Official, the Contractor must include the inspections in the Quality Control Plan and must perform the inspections required by the applicable ICC. The Contractor must perform these inspections using independent qualified inspectors. Include the Special Inspection Plan requirements in the QC Plan.

3.2.2 Acceptance of Plan

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

3.2.3 Notification of Changes

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

3.3 COORDINATION MEETING

After the Preconstruction Conference, before start of construction, and prior to acceptance by the Government of the CQC Plan, meet with the Contracting Officer and discuss the Contractor's quality control system.

Submit the CQC Plan a minimum of 14 calendar days prior to the Coordination Meeting. During the meeting, a mutual understanding of the system details must be developed, including the forms for recording the CQC operations,, control activities, testing, administration of the system for both onsite and offsite work, and the interrelationship of Contractor's Management and control with the Government's Quality Assurance. Minutes of the meeting will be prepared by the Government, signed by both the Contractor and the Contracting Officer and will become a part of the contract file. There can be occasions when subsequent conferences will be called by either party to reconfirm mutual understandings or address deficiencies in the CQC system or procedures which can require corrective action by the Contractor.

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3.4 QUALITY CONTROL ORGANIZATION

3.4.1 Personnel Requirements

The requirements for the CQC organization are a Safety and Health Manager, CQC System Manager, and sufficient number of additional qualified personnel to ensure safety and Contract compliance. The Safety and Health Manager reports directly to a senior project (or corporate) official independent from the CQC System Manager. The Safety and Health Manager will also serve as a member of the CQC Staff Personnel identified in the technical provisions as requiring specialized skills to assure the required work is being performed properly will also be included as part of the CQC organization. The Contractor's CQC staff maintains a presence at the site at all times during progress of the work and have complete authority and responsibility to take any action necessary to ensure Contract compliance. The CQC staff will be subject to acceptance by the Contracting Officer. Provide adequate office space, filing systems and other resources as necessary to maintain an effective and fully functional CQC organization. Promptly complete and furnish all letters, material submittals, shop drawing submittals, schedules and all other project documentation to the CQC organization. The CQC organization is responsible to maintain these documents and records at the site at all times, except as otherwise acceptable to the Contracting Officer.

3.4.2 CQC System Manager

3.4.3 CQC Personnel

In addition to CQC personnel specified elsewhere in the contract, provide as part of the CQC organization specialized personnel to assist the CQC System Manager for the following areas: electrical, mechanical, civil, structural, environmental, architectural, materials technician, and submittals clerk. These individuals or specialized technical companies ;

be responsible to the CQC System Manager; be physically present at the construction site during work on the specialized personnel's areas of responsibility; have the necessary education or experience in accordance with the experience matrix listed herein. These individuals have no other duties other than quality control .

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Identify 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 be a graduate engineer or a graduate architect, a graduate of construction management with a minimum of 5 years construction experience on construction similar to this Contract, or a construction person with a minimum of 10 years in related work. This CQC System Manager is on the site at all times during construction and is employed by the prime Contractor. The CQC System Manager is assigned no other duties.

Identify in the plan an alternate to serve in the event of the CQC System Manager's absence. The requirements for the alternate are the same as the CQC System Manager.

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Experience Matrix

Area Qualifications

Civil Graduate Civil Engineer or Construction Manager with 2 years experience in the type of work being performed on this project or technician with 5 yrs related experience

Mechanical Graduate Mechanical Engineer with 2 yrs experience or person with 5 years of experience supervising mechanical features of work in the field with a construction company

Electrical Graduate Electrical Engineer with 2 years related experience or person 5 years of experience supervising electrical features of work in the field with a construction company

Structural Graduate Civil Engineer (with Structural Track or Focus) or Construction Manager with 2 years experience or person 5 years of experience supervising structural features of work in the field with a construction company

Architectural Graduate Architect with 2 years experience or person with 5 years related experience

Environmental Graduate Environmental Engineer with 3 years experience

Submittals Submittal Clerk with 1 year experience

Concrete, Pavements and Soils Materials Technician with 2 years experience for the appropriate area

Testing, Adjusting and Balancing (TAB) Personnel

Specialist must be a member of AABC or an experienced technician of the firm certified by the NEBB

3.4.4 Additional Requirement

In addition to the above experience and education requirements, the CQC System Manager and Alternate CQC System Manager are required to have completed the Construction Quality Management (CQM) for Contractors

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Page 14 of 21 AMENDMENT 0003 course. If the CQC System Manager does not have a current certification, obtain the CQM for Contractors course certification within 90 days of award. This course is offered quarterly by the Los Angeles District , contact the Contracting Officer for more information.

The Construction Quality Management Training certificate expires after 5 years. If the CQC System Manager's certificate has expired, retake the course to remain current.

3.4.5 Organizational Changes

Maintain the CQC staff at full strength at all times. When it is necessary to make changes to the CQC staff, revise the CQC 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 CQC organization is responsible for certifying that all submittals and deliverables are in compliance with the contract requirements.

3.6 CONTROL

CQC is the means by which the Contractor ensures that the construction, to include that of subcontractors and suppliers, complies with the requirements of the contract. At least three phases of control are required to be conducted by the CQC System Manager for each definable feature of the construction 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 and 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. Review Special Inspections required by Section 01 45 35 SPECIAL INSPECTIONS, the Statement of Special Inspections and the Schedule of Special Inspections.

f. Examination of the work area to assure that all required preliminary work has been completed and is in compliance with the Contract.

f. Examination of required materials, equipment, and sample work to

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Page 15 of 21 AMENDMENT 0003 assure that they are on hand, conform to approved shop drawings or submitted data, and are properly stored.

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

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

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

j. Discussion of the initial control phase.

k. The Government needs to be notified at least 48 hours in advance of beginning the preparatory control phase. Include a meeting conducted by the CQC System Manager and attended by the superintendent, other CQC 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 CQC System Manager and attach to the daily CQC 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 48 hours in advance of beginning the initial phase for definable feature of work. Prepare separate minutes of this phase by the CQC System Manager and attach to the daily CQC 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.

h. Coordinate scheduled work with Special Inspections required by Section

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01 45 35 SPECIAL INSPECTIONS, the Statement of Special Inspections and the Schedule of Special Inspections.

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 CQC 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. Coordinate scheduled work with Special Inspections required by Section 01 45 35 SPECIAL INSPECTIONS, the Statement of Special Inspections and the Schedule of Special Inspections.

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 CQC staff, onsite production supervision or work crew; if work on a definable feature is resumed after a greater than two weeks 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. 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 CQC 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.

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3.7.2 Testing Laboratories

All testing laboratories must be validated by the USACE Material Testing Center (MTC) for the tests to be performed. Information on the USACE MTC with web-links to both a list of validated testing laboratories and for the laboratory inspection request for can be found at:

https://mtc.erdc.dren.mil/ .

3.7.2.1 Capability Check

The Government reserves the right to check laboratory equipment in the proposed laboratory for compliance with the standards set forth in the contract specifications and to check the laboratory technician's testing procedures and techniques. Laboratories utilized for testing soils, concrete, asphalt, and steel is required to meet criteria detailed in ASTM D3740 and ASTM E329.

3.7.2.2 Capability Recheck

If the selected laboratory fails the capability check, the Contractor will be assessed a charge to reimburse the Government for each succeeding recheck of the laboratory or the checking of a subsequently selected laboratory. Such costs will be deducted from the Contract amount due the Contractor.

3.7.3 Onsite Laboratory

The Government reserves the right to utilize the Contractor's control testing laboratory and equipment to make assurance tests, and to check the Contractor's testing procedures, techniques, and test results at no additional cost to the Government.

3.8 COMPLETION INSPECTION

3.8.1 Punch-Out Inspection

Conduct an inspection of the work by the CQC System Manager near the end of the work, or any increment of the work. Prepare and include in the CQC documentation a punch list of items which do not conform to the approved drawings and specifications, as required by paragraph DOCUMENTATION.

Include within the list of deficiencies the estimated date by which the deficiencies will be corrected. The CQC System Manager or staff make a second inspection to ascertain that all deficiencies have been corrected.

Once this is accomplished, notify the Government that the facility is ready for the Government Pre-Final inspection.

3.8.2 Pre-Final Inspection

The Government will perform the pre-final inspection to verify that the facility is complete and ready to be occupied. A Government Pre-Final Punch List may be developed as a result of this inspection. Ensure that all items on this list have been corrected before notifying the Government, so that a Final inspection with the customer can be scheduled. Correct any items noted on the Pre-Final inspection in a timely manner. These inspections and any deficiency corrections required by this paragraph need to be accomplished within the time slated for completion of the entire work or any particular increment of the work if the project is divided into increments by separate completion dates.

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3.8.3 Final Acceptance Inspection

The Contractor's Quality Control Inspection personnel, plus the superintendent or other primary management person, and the Contracting Officer's Representative is required to be in attendance at the final acceptance inspection. Additional Government personnel including, but not limited to, those from Base/Post Civil Facility Engineer user groups, and major commands can also be in attendance. The final acceptance inspection will be formally scheduled by the Contracting Officer based upon results of the Pre-Final inspection. Notify the Contracting Officer at least 14 days prior to the final acceptance inspection and include the Contractor's assurance that all specific items previously identified to the Contractor 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 of the Contractor to have all contract work acceptably complete for this inspection will be cause for the Contracting Officer to bill the Contractor for the Government's additional inspection cost.

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 subcontractors and suppliers on an acceptable form that includes, as a minimum, the following information:

a. The name and area of responsibility of the Contractor or Subcontractor.

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 specification and drawing requirements. Identify the control phase (Preparatory, Initial, Follow-up). List of deficiencies noted, along with corrective action.

e. Quantity of materials received at the site with statement as to acceptability, storage, and reference to specification and drawing requirements.

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

g. Offsite surveillance activities, including actions taken.

h. Job safety evaluations stating what was checked, results, and instructions or corrective actions.

i. Instructions given and received and conflicts in plans and specifications.

3.9.2 Verification Statement

Indicate a description of trades working on the project; the number of

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Page 19 of 21 AMENDMENT 0003 personnel working; weather conditions encountered; and any delays encountered. Cover both conforming and deficient features and include a statement that equipment and materials incorporated in the work and workmanship comply with the Contract. Furnish the original and one copy of these records in report form to the Government daily within 24 hours after the date covered by the report, except that reports need not be submitted for days on which no work is performed. As a minimum, prepare and submit one report for every 7 days of no work and on the last day of a no work period. All calendar days need to be accounted for throughout the life of the contract. The first report following a day of no work will be for that day only. Reports need to be signed and dated by the Contractor Quality Control(CQC) System Manager. Include copies of test reports and copies of reports prepared by all subordinate quality control personnel within the CQC System Manager Report.

3.10 IMPLEMENTATION OF GOVERNMENT RESIDENT MANAGEMENT SYSTEM FOR

CONTRACTOR QUALITY CONTROL OF CONTRACT

Use the Government furnished CQC Programming Module (A computerized executable file which is Windows 7 based and operates on a minimum of 1000 MHz Pentium IBM compatible computers). Use the Daily CQC Reporting System form in the CQC Module. This form may be in addition to other Contractor desired reporting forms. However, all other such reporting forms are consolidated into this one Government furnished Daily CQC Report Form.

Complete Government furnished Module elements which includes, but is not limited to, Prime Contractor staffing; letter codes; planned cumulative progress earnings; subcontractor information showing trade, name, address, point-of-contact, and insurance expiration dates; definable features of work; pay activity and activity information; required Quality Control tests tied to individual activities; planned User Schooling tied to specific specification paragraphs and Contractor activities; Installed Property Listing, Transfer Property Listing and submittal information relating to specification section, description, activity number, review period and expected procurement period. The sum of all activity values must equal the contract amount, and all Bid Items , Options and Additives separately identified, in accordance with the PRICING SCHEDULE. Bid Items may include multiple Activities, but Activities may only be assigned to one such Bid Item. Complete this Module to the satisfaction of the Contracting Officer prior to any contract payment (except for Bonds, Insurance, or Mobilization, as approved by the Contracting Officer) and must be updated as required.

a. During the course of the contract, the Contractor will receive various Quality Assurance comments from the Government that will reflect corrections needed to Contractor activities or reflect outstanding or future items needing the attention of the Contractor. Acknowledge receipt of these comments by specific number reference on the Daily CQC Report, and also reflect on the Daily CQC Report when these items are specifically completed or corrected to permit Government verification .

b. The schedule system must include, as specific and separate activities, all Preparatory Phase Meetings (inspections); all O&M Manuals; and all Test Plans of Electrical and Mechanical Equipment or Systems that require validation testing or instructions to Government representatives.

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3.11 SAMPLE FORMS

Sample forms are present in RMS.

3.12 NOTIFICATION OF NONCOMPLIANCE

The Contracting Officer will notify the Contractor of any detected noncompliance with the foregoing requirements. 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. If the Contractor 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 Contractor.

-- End of Section --

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