22r20-CDC SB-Am-0005.pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

1. CONTRACT ID CODE

J

PAGE OF PAGES

1 2

2. AMENDMENT/MODIFICATION NO.

Am-0005

3. EFFECTIVE DATE

12-Aug-2022

4. REQUISITION/PURCHASE REQ. NO. 5. PROJECT NO.(If applicable)

6. ISSUED BY CODE W9128A 7. ADMINISTERED BY (If other than item 6) CODE

CONTRACTING DIVISION

BLDG 230 OTAKE ST.

FORT SHAFTER HI 96858

See Item 6

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

9A. AMENDMENT OF SOLICITATION NO.

W9128A22R0020

X 9B. DATED (SEE ITEM 11)

08-Jun-2022

10A. MOD. OF CONTRACT/ORDER NO.

10B. DATED (SEE ITEM 13)

CODE FACILITY CODE

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.)

FY22 MCA PN 070551 Child Development Center, Schofield Barracks, Oahu, Hawaii

See Continuation Page.

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

TEL: EMAIL:

15B. CONT RACT OR/OFFEROR

(Signature of person authorized to sign)

15C. DATE SIGNED 16B. UNITED STATES OF AMERICA

BY

(Signature of Contracting Officer)

16C. DATE SIGNED

EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

30-105-04 STANDARD FORM 30 (Rev. 10-83)

Prescribed by GSA

FAR (48 CFR) 53.243

W9128A22R0020 Am-0005

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

1. CHANGES TO SPECIFICATIONS. Attached hereto are revised pages/paragraphs to the specifications. The revision mark “(Am-0005)” is shown on each revised page.

a. REVISED SECTIONS. The following are revised pages to the solicitation. Changes are bold.

Section 01 45 04, para 3.4.3 (Experience Matrix), and 3.4.6

Section 03 30 00, para 1.6.6.1

Section 08 71 00, para 3.6

b. NEW SECTIONS. The following are new pages to the solicitation.

Section 00 60 00, Appendix A – Requests for Information (#157 through 185)

c. REPLACED SPECIFICATIONS. The following specifications are replaced in its entirety.

Section 01 45 04, Contractor Quality Control

Section 03 30 00, Cast-In-Place Concrete

Section 08 71 00, Door Hardware

2. CHANGES TO DRAWINGS

a. REVISED DRAWINGS. The following revised drawings replace like-numbered drawings and are issued herewith:

Sheet ID Sheet Number Mark Revision Date

L-101 62 of 423 A5 8/04/22

L-102 63 of 423 A5 8/04/22

L-103 64 of 423 A5 8/04/22

L-104 65 of 423 A5 8/04/22

L-105 66 of 423 A5 8/04/22

L-106 67 of 423 A5 8/04/22

L-107 68 of 423 A5 8/04/22

L-108 69 of 423 A5 8/04/22

L-109 70 of 423 A5 8/04/22

A-601 185 of 423 A5 8/04/22

A-605 189 of 423 A5 8/04/22

AF102 195 of 423 A5 8/04/22

AF103 196 of 423 A5 8/04/22

E-002 328 of 423 A5 8/04/22

ED101 329 of 423 A5 8/04/22

ED102 330 of 423 A5 8/04/22

ES301 373 of 423 A5 8/04/22

T-001 388 of 423 A5 8/04/22

T-601 399 of 423 A5 8/04/22

b. NEW DRAWINGS. The following new drawings are issued herewith:

N/A

3. The proposal due date and time remains unchanged.

FY22 PN 070551 Child Development Center, Schofield Barracks

W9128A22R0020

RFI # Question Response

Spec. Section 01 33 39.00.10 paragraph 2.1.3 states that “The Government makes no claim or warranty that any of the GFM are complete or fully consistent with the contract drawings. The digital files provided are not part of the contract documents. If there is any discrepancy between the BIM/CIM models, the CAD drawings, and the contract drawings, the contract drawings shall govern. The Government has no responsibility to modify any GFMs due to changes in the design that occur after award, and the Government shall assume no liability for the contents of the files provided. Please confirm that the “Designer(s) of Record will provide files with all of the “design changes” that occur during the project and that those files will be provided to the Contractor at least 120 days prior to BOD.

The "Designer of Record(s)" will NOT provide files with all the "design changes"

A-611 & 08 71 00 3.6. Door 110 per Door Schedule on A-611 calls out hardware group 20, but Spec Section 08 71 00 calls Door 110 in both set 20 and set 18. Please confirm which hardware set Door 110 is to receive.

Provide Group 19, see Am-0005 Section 08 71 00

T Drawings. Telecom drawings show CAT6 Patch cables but no indication if this is GFGI or CFCI. Please clarify who is to provide and install it.

To be provided and installed by NEC under a separate future contract.

There is conflicting information in the documents with regards to seismic requirements for mechanical systems. The mechanical specification Section 23 05 48.19 Seismic Bracing for HVAC indicates to provide bracing and seismic support. Section HVAC Air Distribution 23 30

00.2.5 Seismic Anchorage states “Anchor equipment in accordance with applicable seismic criteria for the area…” On the structural drawings Sheet S-001 under the Earthquake Design Data, the project is listed as a Risk Category III and Seismic Design Category C. Based on the criteria provided, per ACCE 7-16 Chapter 13 that no seismic bracing is requirement for mechanical and plumbing systems and equipment. Please confirm no seismic bracing is requirement based on the structural design criteria.

See Section 13 48 73, para 1.2.2 for Miscellaneous Equipment and Systems See Section 23 05 48.19, para 1.2.2 for Mechanical Equipment See Section 01 45 35, para 1.3.13 for Non-structural components stated as Designated Seismic Systems and Statement of Special Inspections

See Sheet M-001 General Note 15.

Provide contractor designed equipment bracing (UFC 4-010-01).

M-001. Please refer to general note 15. On Sheet M-001 which states “Mount all overhead mechanical equipment and fixtures weighing 31 pounds or more to supports that shall resist forces of 0.5 time the equipment weight in any horizontal direction and 1.5 times the equipment weight in downward direction.” Please clarify if this note is applicable to the project, or if this is related to seismic design criteria. The information provided is insufficient for a structural seismic engineer to provide calculations as there is no criteria provided to calculate the force from the movement of the equipment. Based on the structural drawings Sheet S-001

See Am-0005, Response to RFI #160

Division 25 05 11 that are now requiring us to provide an Ethernet Switch, part of the spec requirement is below. We are trying to understand why this is just now being a requirement and why is the requirement under 25 05 11 and not Division 27 Communications. Please provide Basis of Design brand and port density.

Sections 25 05 11.01, 25 05 11.02, and 25 05 11.03 include network requirements from a cybersecurity standpoint and may provide additional requirements over what is specified in Division 27 Communications. Provide ethernet switches that meet all performance criteria. The minimum number of ports shall be determined by the contractor based on the systems they are providing.

Section 00 60 00, Appendix A, Requests for Information - 1 (Am-0005)

W9128A22R0020

RFI # Question Response

Spec 25 05 11 requires to provide an Ethernet Switch, “2.1 ETHERNET SWITCH Provide Open Systems Interconnection (OSI) Layer 2 Ethernet switches with the following capabilities”, with an interface to support switch configuration for these capabilities. Please clarify why is the requirement under 25 05 11 and not Division 27 Communications. Please provide brand and port density.

See Am-0005, Response to RFI #162

Spec 32 31 13. Paragraph 2.3.1 states, “Provide zinc coating of weight not less than 1.94 oz per square foot.”, but per specific material spec sections, less than 1.94oz per square foot is specified. For example, section 2.2.1 requires minimum 1.2oz per square foot. Please confirm

1.94 oz per square foot is not required and that meeting the zinc coating requirements as stated in specific material spec sections is acceptable.

Comply with Section 32 31 13, paragraph 2.3.1 notes unless otherwise specified.

See also Section 32 31 13, para 2.2.1.

165 C-202. Please confirm height of gate in low height retaining wall.

Height of Gate to match combined height of low-height retaining wall and chain-link fence on top of wall (8-ft maximum). See Sheets CG 101, CG 101A, CG 102, and

CG 102A.

Spec 01 33 39.00 10, Paragraph 2.1.2.2 states, Paragraph 2.1.3 states that "The Government makes no claim or warranty that any of the GFM are complete or fully consistent with the contract drawings. The digital files provided are not part of the contract documents. If there is any discrepancy between the BIM/CIM models, the CAD drawings, and the contract drawings, the contract drawings shall govern. The Government has no responsibility to modify any GFMs due to changes in the design that occur after award, and the Government shall assume no liability for the contents of the files provided." Please confirm that the Contractor should use the GFM model as reference only. The Contractor should create their own BIM model from the contract drawings since there is no way for the Contractor to know the accuracy of the GFM model pre-award.

The Contractor is responsible to furnish an accurate BIM model.

All Government Furnished Material (GFM) is considered reference materials.

Detail K-1 on sheet S-503 indicates top chord must be 18ga min. while Detail J-5 on sheet S- 605 indicates that the truss must be 16ga min. Which minimum gauge shall be followed?

See Am-0002, which Replaces Drawings Posted in SAM.gov on 6/8/2022 In Its Entirety.

Note the structural S-600 series sheets changed to S-700 series per a review comment between the 100% design and design complete submittals.

Spec 33 40 00, Detention system on C302 calls out aluminum arch pipe and Para 2.1.1 calls out corrugated aluminum pipe of Type II with helical corrugations. Please confirm that detention system with aluminum arch pipe is only allowed per the details. CMP of.

Confirmed per Detail F14 on C-509 utilizing aluminum arch pipe.

Spec 31 00 00, N3/C503 M4/C506. Trench details calls out to backfill with select borrow or CLSM above the ether 6” or 12” pipe, but the 2nd sentence of Paragraph 3.7 states that use satisfactory material from excavation” and onsite MH material shown boring logs is a satisfactory material per Para 1.5.1. Please clarify if the onsite excavated material can utilize to backfill trench per Spec.

See detail notes N3/C-503 and M4/C-506

170 On the finish schedule and specs – no 2’x2’ ACT is called out. Only that it is moisture resistant. See Am-0002, Section 09 51 00, para 2.2.2.6

Section 00 60 00, Appendix A, Requests for Information - 2

W9128A22R0020

RFI # Question Response

171 On the finish schedule and specs – no 2’x2’ ACT is called out. Only that it is moisture resistant. See response to RFI #170

Reference Sheet T-601. Key Note #4 is asking to use PVC COATED RMC CONDUIT as a Phone Jack rise conduit up to cable tray (which is going to be concealed in walls). Is suggested to be EMT CONDUIT. The INTERCOMM & SECURITY Conduits, are both installed with EMT Conduit.

Use EMT conduit for phone/data jacks up to cable tray.

See Am-0005, Sheet T-601, keyed note 4.

Reference Sheet ED101. On keynotes number 2, stated that removal of aerial and underground telecom cables should be contracted with AT&T.

Does Telecom network need to remain in operation at all times?

See Am-0005, Sheet ED101, general note 10 See Am-0005, Sheet ED102, general note 11

Reference Sheet ED101. On keynotes number 2, stated that removal of aerial and underground telecom cables should be contracted with AT&T.

AT&T will not provide pricing before contracting with owner. Can the government include an allowance until ATT agrees on a value.?

No allowance will be allowed.

DPW Water Note #4, C002 required DSO grade 3 certification and plumbing license. Plumbing contractors will install plumbing lines inside of building, up to the 5’ outside of building and site civil water system is only up to 5’ out of the building line. Please confirm DSO certification and plumbing license is not valid for the site water system.

Comply with DPW Water Note #4, C-001, which is a General Water System Requirement for site water lines in the DPW Water System Standards.

New 4” water line connection from WL G, CU101, calls out remove and replace the equivalent size and valve box, but no valve size is indicated. Please provide a size of valve if not 4” GV, and valve box detail if not per BWS standard detail, V14.

Match existing line size for valve. 4" maximum.

Spec 33 30 00, Para 3.3.1.1 calls out mandrel test 3 times for the PVC sewer line and 3rd test will be one month prior to the end of the warranty period.

The 3rd mandrel test can be allowed to do during non-business hours, such as during weekend or nighttime. Otherwise, it might need bypass the existing live sewer flow since the installed sewer lines will be in use.

No.

According to AF102, the only item that appears to be SS2 is the Reception Desk. Please clarify if this is correct.

See Am-0005, Sheets A-601, A-605, AF102 and AF103

AF102 states that all solid surface materials in the classrooms is to be SS! But on E1-B/A-402 it states that the changing tabletop is SS2. Please clarify

See Am-0005, Sheets AF102 and AF103

Can you please provide clarification as to what materials are to be used for the wall caps and window sills as the drawings and specifications do not seem to state if it is either SS1 Quartz or SS2 Polymer

See Am-0005 for revised A-601

Section 00 60 00, Appendix A, Requests for Information - 3

W9128A22R0020

RFI # Question Response

Please confirm that exterior finishes EXPT-1, EXPT-2 (wainscot) and EXPT-3 are all Direct Applied EFS with integral colors and paint is not needed.

Comply with Sec 07 24 00

Are Loulu Palms - "Pritchardia Pacifica" an acceptable substitute for the specified Loulu Palm- "Pritchardia Hilebrandii"?

The 5 existing Loulu Palms to be relocated are "Pritchardia Pacifica"

Yes, See Am-0005, Sheets L-101, L-102, L103, L-104, L-105, L-106, L107, L-108, L-109, and L-501.

Will the 5 relocated Loulu Palms need to be relocated to a holding area prior to planting in their final location?

If so, is there an area on site that can be used as a temporary holding area for the Palms until the final location is ready for planting?

Coordinate with the prime contractor.

Sheet ES303, Key Note #2 request for exterior conduit to be PVC COATED RMC CONDUIT, SCHEDULE 80 PVC, STAINLESS STEEL OR RIGID ALUMINUM. Sheet ES307, Detail A13 TYPICAL CONCRETE ENCASED DUCTBANK shows all the conduits in Ductbanks are PVC Conduits encased in concrete. The Specifications show PVC Sch40 when encased in concrete. (33 71 02 - 2.1.3 Plastic Duct for Concrete Encasement Provide Type EPC-40 per UL 651 and NEMA TC 2).

See Am-0005, sheet ES301 general note #2.

RFI answer 120 directed to find spec section 33 44 00 but we are not able to find in Am-0002.

Please provide one

In Am-0002, the entire specifications are replaced with the specification with the revision mark “Replaces Specifications Posted in SAM.gov on 6/8/2022 In Its Entirety, (Am-0002)"

Section 00 60 00, Appendix A, Requests for Information - 4

PN70551 Child Development Center, Schofield Barracks 125679

SECTION 01 45 04

CONTRACTOR QUALITY CONTROL

11/16

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 (2020) 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 Bid 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.

Submittals with an "S" are for inclusion in the Sustainability eNotebook, in conformance to Section 01 33 29 SUSTAINABILITY REPORTING. 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 that complies with FAR 52.246-12 Inspection of Construction. QC consist of plans, procedures, and organization necessary to produce an end product

SECTION 01 45 04 Page 1 which complies with the Contract requirements. The QC system 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. 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 30 days after receipt of notice to proceed, the Contractor Quality Control (CQC) Plan proposed to implement the requirements FAR 52.246-12 Inspection of Construction. The Government will consider an interim plan for the first 90 days of operation.

Construction will be permitted to begin only after acceptance of the CQC Plan or acceptance of an interim plan applicable to the particular feature of work to be started. Work outside of the accepted interim plan will not be permitted to begin until acceptance of a CQC Plan or another interim plan containing the additional work.

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.)

SECTION 01 45 04 Page 2

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 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 7 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

SECTION 01 45 04 Page 3 party to reconfirm mutual understandings or address deficiencies in the CQC system or procedures which can require corrective action by the Contractor.

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

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, graduate architect, or a graduate of construction management, with a minimum of 5 years construction experience on construction similar to this Contract. 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.

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,. These individuals or specialized technical companies are employees of the prime or subcontractor; be responsible to the CQC System Manager; be physically present at the construction site during work on the specialized peronnel'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.

SECTION 01 45 04 Page 4

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 See par agr aph 3. 4. 6 of t hi s speci f i cat i on f or addi t i onal CQC r equi r ement s f or t he Concr et e Qual i t y Cont r ol Speci al i st .

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

Occupied Family Housing Person, customer relations type, coordinator 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

SECTION 01 45 04 Page 5

3.4.4 Additional Requirement

In addition to the above experience and education requirements, the Contractor Quality Control(CQC) System Manager and Alternate CQC System Manager are required to have completed the Construction Quality Management (CQM) for Contractors 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 periodically offered by the Naval Facilities Engineering Command and the Army Corps of Engineers. Contact the Contracting Officer for information on the next scheduled class.

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. 4. 6 Concr et e Qual i t y Cont r ol Speci al i st Qual i f i cat i ons

The Qual i t y Cont r ol Speci al i st f or concr et e const r uct i on must hol d a cur r ent l i cense as a pr of essi onal engi neer i n t he U. S. st at e or t er r i t or y wi t h exper i ence on at l east f i ve s i mi l ar pr oj ect s. Evi dence of ext r aor di nar y pr oven exper i ence may be consi der ed by t he Cont r act i ng Of f i cer as suf f i c i ent t o act as t he Qual i t y Cont r ol Speci al i st .

The l i censed engi neer shal l at mi ni mum be on- si t e dur i ng concr et e pour f or t he wat er st or age t ank and r et ai ni ng wal l s and does not necessar i l y need t o be on- si t e f or ot her r esponsi bi l i t i es i ncl udi ng t he r evi ew of concr et e submittals.

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. When Section 01 91 00.15 10 TOTAL BUILDING COMMISSIONING are included in the contract, the submittals required by those sections have to be coordinated with Section 01 33 00 SUBMITTAL PROCEDURES to ensure adequate time is allowed for each type of submittal required.

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/accepted, and after copies are at the work site. This phase includes:

SECTION 01 45 04 Page 6

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.

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

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

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

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

k. Discussion of the initial control phase.

l. The Government needs to be notified at least 1 workday 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.

SECTION 01 45 04 Page 7

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 1 workday 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 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 substantial period of inactivity; or if other problems develop.

3.7 TESTS

3.7.1 Testing Procedure

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

Upon request, furnish to the Government duplicate samples of test specimens for possible testing by the Government. Testing includes operation and acceptance tests when specified. Procure the services of a Corps of Engineers approved testing laboratory or establish an approved testing laboratory at the project site. Perform the following activities and record and provide the following data:

SECTION 01 45 04 Page 8

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.

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 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 established by a time stated in

SECTION 01 45 04 Page 9

FAR 52.211-10 Commencement, Prosecution, and Completion of Work, or by the specifications. 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. Make a second inspection the CQC System Manager or staff 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.

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 in accordance FAR 52.246-12 Inspection of Construction.

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/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.

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

e. Quantity of materials received at the site with statement as to acceptability, storage, and reference to specifications/drawings 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/received and conflicts in plans and specifications.

3.9.2 Verification Statement

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

Sample forms enclosed at the end of this section.

3.11 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 --

SECTION 01 45 04 Page 11

SECTION 03 30 00

CAST-IN-PLACE CONCRETE

02/ 19, CHG 1: 02/ 21

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.

AMERICAN CONCRETE INSTITUTE (ACI)

ACI 117 (2010; Errata 2011) Specifications for Tolerances for Concrete Construction and Materials and Commentary

ACI 121R (2008) Guide for Concrete Construction Quality Systems in Conformance with ISO

ACI 301 (2016) Specifications for Structural Concrete

ACI 302.1R (2015) Guide for Concrete Floor and Slab Construction

ACI 304.2R (2017) Guide to Placing Concrete by Pumping Methods

ACI 304R (2000; R 2009) Guide for Measuring, Mixing, Transporting, and Placing Concrete

ACI 305.1 (2014) Specification for Hot Weather Concreting

ACI 305R (2010) Guide to Hot Weather Concreting

ACI 306R (2016) Guide to Cold Weather Concreting

ACI 308.1 (2011) Specification for Curing Concrete

ACI SP-2 (2007; Abstract: 10th Edition) ACI Manual of Concrete Inspection

ACI SP-15 (2011) Field Reference Manual: Standard Specifications for Structural Concrete ACI 301-05 with Selected ACI References

AMERICAN HARDBOARD ASSOCIATION (AHA)

AHA A135.4 (1995; R 2004) Basic Hardboard

AMERICAN WELDING SOCIETY (AWS)

AWS D1.4/D1.4M (2011) Structural Welding Code -

SECTION 03 30 00 Page 1

Reinforcing Steel

ASTM INTERNATIONAL (ASTM)

ASTM A184/A184M (2019) Standard Specification for Welded Deformed Steel Bar Mats for Concrete Reinforcement

ASTM A615/A615M (2020) Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement

ASTM A706/A706M (2016) Standard Specification for Low-Alloy Steel Deformed and Plain Bars for Concrete Reinforcement

ASTM A934/A934M (2016) Standard Specification for Epoxy-Coated Prefabricated Steel Reinforcing Bars

ASTM A1044/A1044M (2016a) Standard Specification for Steel Stud Assemblies for Shear Reinforcement of Concrete

ASTM C31/C31M (2019a) Standard Practice for Making and Curing Concrete Test Specimens in the Field

ASTM C33/C33M (2018) Standard Specification for Concrete Aggregates

ASTM C39/C39M (2020) Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens

ASTM C42/C42M (2020) Standard Test Method for Obtaining and Testing Drilled Cores and Sawed Beams of Concrete

ASTM C78/C78M (2018) Standard Test Method for Flexural Strength of Concrete (Using Simple Beam with Third-Point Loading)

ASTM C94/C94M (2020) Standard Specification for Ready-Mixed Concrete

ASTM C143/C143M (2020) Standard Test Method for Slump of Hydraulic-Cement Concrete

ASTM C150/C150M (2020) Standard Specification for Portland Cement

ASTM C172/C172M (2017) Standard Practice for Sampling Freshly Mixed Concrete

ASTM C311/C311M (2018) Standard Test Methods for Sampling and Testing Fly Ash or Natural Pozzolans for Use in Portland-Cement Concrete

ASTM C494/C494M (2019) Standard Specification for Chemical

SECTION 03 30 00 Page 2

Admixtures for Concrete

ASTM C595/C595M (2020) Standard Specification for Blended Hydraulic Cements

ASTM C618 (2019) Standard Specification for Coal Fly Ash and Raw or Calcined Natural Pozzolan for Use in Concrete

ASTM C803/C803M (2018) Standard Test Method for Penetration Resistance of Hardened Concrete

ASTM C873/C873M (2015) Standard Test Method for Compressive Strength of Concrete Cylinders Cast in Place in Cylindrical Molds

ASTM C900 (2015) Standard Test Method for Pullout Strength of Hardened Concrete

ASTM C920 (2018) Standard Specification for Elastomeric Joint Sealants

ASTM C989/C989M (2018a) Standard Specification for Slag Cement for Use in Concrete and Mortars

ASTM C1012/C1012M (2018b) Standard Test Method for Length Change of Hydraulic-Cement Mortars Exposed to a Sulfate Solution

ASTM C1017/C1017M (2013; E 2015) Standard Specification for Chemical Admixtures for Use in Producing Flowing Concrete

ASTM C1074 (2011) Standard Practice for Estimating Concrete Strength by the Maturity Method

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

ASTM C1107/C1107M (2020) Standard Specification for Packaged Dry, Hydraulic-Cement Grout (Nonshrink)

ASTM C1157/C1157M (2020) Standard Performance Specification for Hydraulic Cement

ASTM C1218/C1218M (2020c) Standard Test Method for Water-Soluble Chloride in Mortar and Concrete

ASTM C1260 (2014) Standard Test Method for Potential Alkali Reactivity of Aggregates (Mortar-Bar Method)

ASTM C1293 (2008; R 2015) Standard…