Amendment_0005_SF30(Final).pdf
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Amendment 0005
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| File | Type | Posted |
|---|---|---|
| FUT_PH_2_site_visit_12-FEB-2018.pdf | ||
| Amendment_0004_SF30(Final).pdf | ||
| W912BV18R0002_Amendment_0003.pdf | ||
| W912BV18R0002_Amendment_0002.pdf | ||
| APPENDIX_E_-_1_OF_4_Drawings.pdf | ||
| APPENDIX_E_-_2_OF_4_Drawings.pdf | ||
| APPENDIX_E_-_3_OF_4_Drawings.pdf | ||
| APPENDIX_E_-_4_OF_4_Drawings.pdf | ||
| SF30_W912BV18R0002_AMD_0001.pdf | ||
| AM01_TABLE_OF_CONTENTS.pdf | ||
| APPENDIX_D_Geotechnical_Report_(2).pdf | ||
| APPENDIX_C_Structural_Interior_Design_(SID).pdf | ||
| W912BV18R0002_Solicitation_Final.pdf |
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AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT
Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.
15A. NAME AND TITLE OF SIGNER (Type or print)
30-105-04EXCEPTION TO SF 30
APPROVED BY OIRM 11-84
STANDARD FORM 30 (Rev. 10-83) Prescribed by GSA
FAR (48 CFR) 53.243
KC-46A FTU Fuselage Trainer Phase 2, Altus AFB, OK
See attached Summary of Changes for revisions located in Amendment 0005. Proposal due date remains unchanged.
All other terms and conditions remain unchanged.
1. CONTRACT ID CODE PAGE OF PAGES
J 1 48
16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)
16C. DATE SIGNED
BY
16B. UNITED STATES OF AMERICA15C. DATE SIGNED15B. CONTRACTOR/OFFEROR
(Signature of Contracting Officer)(Signature of person authorized to sign)
8. NAME AND ADDRESS OF CONTRACTOR (No., Street, County, State and Zip Code) X W912BV18R0002
X 9B. DATED (SEE ITEM 11)
04-Jan-2018
10B. DATED (SEE ITEM 13)
9A. AMENDMENT OF SOLICITATION NO.
11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS
X The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offer is extended, X is not extended.
Offer must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended by one of the following methods:
(a) By completing Items 8 and 15, and returning 1 copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;
or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.
12. ACCOUNTING AND APPROPRIATION DATA (If required)
13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS.
IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.
A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE
CONTRACT ORDER NO. IN ITEM 10A.
B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(B).
C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:
D. OTHER (Specify type of modification and authority)
E. IMPORTANT: Contractor is not, is required to sign this document and return copies to the issuing office.
14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)
10A. MOD. OF CONTRACT/ORDER NO.
2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO.(If applicable)
6. ISSUED BY
3. EFFECTIVE DATE
26-Feb-2018
CODE
CONTRACTING DIV
US ARMY CORPS OF ENGINEERS, TULSA DISTRICT
2488 E. 81ST STREET
TULSA OK 74137-4290
W912BV 7. ADMINISTERED BY (If other than item 6)
4. REQUISITION/PURCHASE REQ. NO.
CODE
See Item 6
FACILITY CODECODE
EMAIL:TEL:
W912BV18R0002
SECTION SF 30 BLOCK 14 CONTINUATION PAGE
SUMMARY OF CHANGES
SECTION 00 01 10 - TABLE OF CONTENTS
The following have been added by full text:
SUMMARY OF CHANGES
FY18 KC-46A FTU Fuselage Trainer Phase 2
ALTUS AFB, OK
Summary of Amendment 0005 Modifications US Army Corps of Engineers – Tulsa District February 26, 2018
The SOLICITATION is amended as follows:
NOTE: Deleted text is shown with strikethrough. Added text is shown with underline.
1. SPECIFICATIONS:
a. Section 01 45 00.00 10 – Edited paragraph 3.2.1 a.
b. Section 26 20 00 – Delete paragraph 2.28 Coordinated Power System Protection.
2. DRAWINGS:
a. Sheet 2-GC101 – Revised access and laydown plan location
b. Sheet 2-M-001 – Added fire damper callout
c. Sheet 2-M-101 – Removed fire damper callouts
The following have been deleted:
SUMMARY OF CHANGES
(End of Summary of Changes)
AGGN193001 KC-46A FTU Fuselage Trainer Phase 2 Altus AFB, OK
SECTION 01 45 00.00 10 Page 1
SECTION 01 45 00.00 10
QUALITY CONTROL
FSAO 12 AUGUST 2015
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 SOCIETY OF HEATING, REFRIGERATING AND AIR-CONDITIONING
ENGINEERS (ASHRAE)
ASHRAE 52.2 (2012; Errata 2013; INT 1 2014; ADD A, B, AND
D SUPP 2015) Method of Testing General
Ventilation Air-Cleaning Devices for Removal
Efficiency by Particle Size
ASTM INTERNATIONAL (ASTM)
ASTM D6245 (2012) Using Indoor Carbon Dioxide
Concentrations to Evaluate Indoor Air Quality and Ventilation
ASTM D6345 (2010) Selection of Methods for Active, Integrative Sampling of Volatile Organic
Compounds in Air
ASTM D3740 (2012a) Minimum Requirements for Agencies
Engaged in the Testing and/or Inspection of
Soil and Rock as Used in Engineering Design and Construction
ASTM E329 (2014a) Standard Specification for Agencies
Engaged in the Testing and/or Inspection of
Materials Used in Construction
INTERNATIONAL CODE COUNCIL (ICC)
SSPC-QS 1 (2004) Standard Practice for Evaluating a
Contractor’s Advanced Quality Management
System.
OKLAHOMA DEPARTMENT OF TRANSPORTATION (ODOT)
Quality Standards (2009) Quality Standards for Temporary
Traffic Control Devices
SSPC: THE SOCIETY FOR PROTECTIVE COATINGS
Revised by Amendment 0005
SECTION 01 45 00.00 10 Page 2
ANSI/SMACNA 008 (2007) IAQ Guidelines for Occupied Buildings under Construction, 2nd Edition
SHEET METAL AND AIR CONDITIONING CONTRACTORS' NATIONAL ASSOCIATION
(SMACNA)
ANSI/SMACNA 008 (2007) IAQ Guidelines for Occupied Buildings under Construction, 2nd Edition
U.S. DEPARTMENT OF TRANSPORTATION
MUTCD Part 6 (2009; Revisions 1 & 2 dated 2012) Manual on
Uniform Traffic Control Devices. Part 6 –
Temporary Traffic Control.
U.S. ARMY CORPS OF ENGINEERS (USACE)
ER 1110-1-12 (2006; Change 1) Engineering and Design --
Quality Management
EM 385-1-1 (2014) Safety and Health Requirements Manual
1.2 PAYMENT
Separate payment will not be made for providing and maintaining an effective
Quality Control program, and all associated costs will be included in the applicable CLIN Schedule units or lump-sum prices.
1.3 SUBMITTALS
Government approval is required for submittals with a "G" designation;
submittals not having a "G" designation are for Contractor Quality Control approval and Government 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 00.10 10 Digital Submittal Procedures and Correspondence.
SD-01 Preconstruction Submittals
Construction Quality Control (QC) Plan; G
Design Quality Control (DQC) Plan; G
Submit a Construction QC Plan prior to start of construction.
SD-05 Design Data
Discipline-Specific Construction Inspection Checklists
Contract Document Reviews
SD-06 Test Reports
Verification Statement
SD-07 Certificates
SECTION 01 45 00.00 10 Page 3
QA Manager Resume
Deliver the following to the Contracting Officer during Construction utilizing QCS as outlined in 01 45 00.10 10 Quality Control System (QCS):
a. CQC Report: Submit the report electronically by 10:00 AM the next working day after each day that work is performed and for every seven consecutive calendar days of no-work.
b. Contractor Production Report: Submit the report electronically by
10:00 AM the next working day after each day that work is performed and for every seven consecutive calendar days of no-work by 10:00 AM the next working day after each day that work is performed and for every seven consecutive calendar days of no-work, attached to the CQC Report.
c. Preparatory Phase Checklist: Submit the report electronically in the same manner as the CQC Report for each Preparatory Phase held.
d. Initial Phase Checklist: Submit the report electronically in the same manner as the CQC Report for each Initial Phase held.
e. QC Specialist Reports: Submit the report electronically by 10:00 AM the next working day after each day that work is performed.
f. Field Test Reports: Within two working days after the test is performed, submit the report as an electronic attachment to the CQC
Report.
g. Monthly Summary Report of Tests: Submit the report as an electronic attachment to the CQC Report at the end of each month.
h. Testing Plan and Log: Submit the report as an electronic attachment to the CQC Report, at the end of each month. Provide a copy of the final
Testing Plan and Log to the OMSI preparer for inclusion into the OMSI documentation.
i. Rework Items List: Submit lists containing new entries daily, in the same manner as the CQC Report.
j. CQC Meeting Minutes: Within two working days after the meeting is held, submit the report as an electronic attachment to the CQC Report.
k. QC Certifications: As required by the paragraph entitled "QC
Certifications."
l. Special Inspection Reports: Submit the Special Inspection reports, in the same manner as the CQC Report.
1.4 Commissioning
Commissioning (Cx) is a systematic process of ensuring that all building systems meet the requirements and perform interactively according to the
Contract. The QC Program is a key to this process by coordinating, verifying and documenting measures to achieve the following objectives for projects that requires commissioning:
SECTION 01 45 00.00 10 Page 4
a. Verify and document that the applicable equipment and systems are installed in accordance with the design intent as expressed through the
Contract and according to the manufacturer's recommendations and industry accepted minimum standards.
b. Verify and document that equipment and systems receive complete operational checkout by the installing contractors.
c. Verify and document proper performance of equipment and systems.
d. Verify that Operation and Maintenance (O&M) documentation is complete.
e. Verify the Training Plan and training materials are accurate and provide correct instruction and documentation on the critical elements of the products, materials, and systems in the constructed facility.
Verify that all identified Government operating personnel are trained.
f. Verify and document that all contract requirements for LEED fundamental commissioning are met.
PART 2 PRODUCTS
Not Used.
PART 3 EXECUTION
3.1 GENERAL REQUIREMENTS
Establish and maintain an effective quality control (QC) system that complies with the Contract Clause titled "Inspection of Construction." QC consist of plans, procedures, and organization necessary to produce an end product which complies with the contract requirements. The QC system must cover all construction design and construction operations, both onsite and offsite, and be keyed to the proposed construction design and 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 must maintain 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, and shall be responsible for all construction and construction related activities at the site.
For Design-Build-Construction Projects, the Designer of Record (DOR)is responsible in supporting the quality control (QC) management system and contractor’s Quality Control Manager (QCM) to include providing design, system, code, and construction checklist’s for ongoing construction inspection and documentation that the project is meeting the intent of the contract requirements and approved design.
3.2 QUALITY CONTROL PLAN
SECTION 01 45 00.00 10 Page 5
Submit no later than 30 days after receipt of notice to proceed (NTP), the
Contractor Quality Control (CQC) Plan proposed to implement the requirements of the Contract Clause titled "Inspection of Construction." The plan shall identify personnel, procedures, control, instructions, tests, records, and forms to be used. Design and construction will be permitted to begin only after acceptance of the CQC Plan applicable to the particular feature of work to be started. The Government will consider an interim plan for a specific activity of work for the first 10 days of operation. Construction
Design and 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 features of work to be started.
Where the applicable Code issued by the International Code Council calls for an inspection by the Building Official, the Contractor shall include the inspections in the Quality Control Plan and shall perform the inspections.
For Design-Build / Construction projects, the Designer of Record shall develop a program for any special inspections required by the applicable
International Codes and the Contractor shall perform these inspections, using qualified inspectors.
3.2.1 Content of the CQC Plan
Include, as a minimum, the following to cover all design and construction operations, both onsite and offsite, including work by subcontractors, fabricators, suppliers, and purchasing agents, subcontractors, designers of record, consultants, architect/engineers (AE), 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 who reports to *AM5 either the project manager or principal in the company.*
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. Copies of these letters must be furnished to the Government.
d. Procedures for scheduling, reviewing, certifying, and managing submittals, including those of subcontractors, offsite fabricators, suppliers, and purchasing agents, subcontractors, designers of record, consultants, architect engineers (AE), offsite fabricators, suppliers, and purchasing agents. These procedures must be in accordance with
Section 01 33 00.10 10 Digital Submittal Procedures and Correspondence.
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
SECTION 01 45 00.00 10 Page 6 person responsible for each test. (Laboratory facilities approved by the Contracting Officer must 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 design and 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 may be identified by different trades or disciplines, or it may be work by the same trade in a different environment. Although each section of the specifications may 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. Any special inspection requirements as required in accordance with
ICC IBC.
3.2.2 Additional Requirements for Design Quality Control (DQC) Plan
The following additional requirements apply to the Design Quality Control
(DQC) plan for Design-Build / Construction Projects:
a. Submit and maintain a Design Quality Control (DQC) Plan as an effective quality control program which will assure that all services required by this design-build contract are performed and provided in a manner that meets professional architectural and engineering quality standards. As a minimum, all documents must be technically reviewed by competent, independent reviewers identified in the DQC Plan. The same element that produced the product may not perform the independent technical review (ITR). Correct errors and deficiencies in the design documents prior to submitting them to the Government.
b. Include the design schedule in the master project schedule, showing the sequence of events involved in carrying out the project design tasks within the specific contract period. This should be at a detailed level of scheduling sufficient to identify all major design tasks, including those that control the flow of work. Include review and correction periods associated with each item. This should be a forward planning as well as a project monitoring tool. The schedule reflects calendar days and not dates for each activity. If the schedule is changed, submit a revised schedule reflecting the change within 7 calendar days. Include in the DQC Plan the discipline-specific checklists to be used during the design and quality control of each submittal. Submit at each design phase as part of the project documentation these completed discipline-specific checklists. ER 1110-
1-12 provided some useful information in developing checklists.
SECTION 01 45 00.00 10 Page 7
c. Implement the DQC Plan by a Design Quality Control Manager who has the responsibility of being cognizant of and assuring that all documents on the project have been coordinated. This individual must be a person who has verifiable engineering or architectural design experience and is a registered professional engineer or architect. Notify the
Contracting Officer, in writing, of the name of the individual, and the name of an alternate person assigned to the position.
The Contracting Officer will notify the Contractor in writing of the acceptance of the DQC Plan. After acceptance, any changes proposed by the
Contractor are subject to the acceptance of the Contracting Officer.
3.2.3 Acceptance of Plan
Acceptance of the Contractor's plan is required prior to the start of construction design and construction. Acceptance is conditional and will be predicated on satisfactory performance during the construction design and construction. The Government reserves the right to require the Contractor to make changes in his CQC Plan and operations including removal of personnel, as necessary, to obtain the quality specified.
3.2.4 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, Post-award Conference, before start of design or construction, and prior to acceptance by the Government of the CQC Plan, meet with the Contracting
Officer or Authorized Representative 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, design activities, 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 may be occasions when subsequent conferences will be called by either party to reconfirm mutual understandings and/or address deficiencies in the CQC system or procedures which may 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 CQC System Manager, a Design Quality Manager, and sufficient number of additional qualified personnel to ensure safety and contract compliance. The Safety and Health Manager must report 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
Revised by Amendment 0005
SECTION 01 45 00.00 10 Page 8 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 must maintain 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 who is responsible for overall management of CQC and have the authority to act in all CQC matters for the Contractor. The CQC System
Manager must be a graduate engineer, graduate architect, or a graduate of construction management, with a minimum of 2 years construction experience on construction similar to this contract, or a construction person with a minimum of 15 years in related construction work. This CQC System Manager must be on the site at all times during construction and be employed by the prime Contractor. The CQC System Manager must be 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 Project Superintendent
A full-time project Superintendent is required to be on site during all construction operations. This individual may serve as the Safety and Health
Manager if they meet the requirements of 01 35 26.10 10 Governmental Safety
Requirements.
3.4.4 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, submittals clerk, Cx
Agent/LEED Specialist as applicable to the specific technical requirements of the project. These individuals may be employees of the prime or subcontractor; be responsible to the CQC System Manager; be physically present at the construction site during work on their areas of responsibility; have the necessary education and/or experience in accordance with the experience matrix listed herein. These individuals may perform other duties but must be allowed sufficient time to perform their assigned quality control duties as described in the Quality Control Plan. A single person may cover more than one area provided that they are qualified to perform QC activities in each designated and that workload allows.
SECTION 01 45 00.00 10 Page 9
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
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
Design Quality Control
Manager
Registered Architect or Professional Engineer
3.4.5 Additional Requirement
In addition to the above experience and education requirements, the CQC
System Manager must 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.
SECTION 01 45 00.00 10 Page 10
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.
3.4.6 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, must comply with the requirements in Section 01 33
00SUBMITTAL PROCEDURES. The CQC organization is responsible for certifying that all submittals and deliverables are in compliance with the contract requirements. When Section 23 08 00.00 10 COMMISSIONING OF HVAC SYSTEMS are included in the contract, the submittals required by those sections must be coordinated with Section 01 33 00.10 10 Digital Submittal Procedures and
Correspondence to ensure adequate time is allowed for each type of submittal required.
3.6 CONTROL
Contractor Quality Control 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 must 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:
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/or equipment have been tested, submitted, and approved.
d. Review of provisions that have been made to provide required control inspection and testing.
e. Verify that field measurements are as indicated on construction and/or shop drawings before confirming product orders, in order to minimize waste due to excessive materials.
f. Verify that appropriate shop drawings and submittals for materials and equipment have been submitted and approved. Verify receipt of approved factory test results, when required.
SECTION 01 45 00.00 10 Page 11
g. Review the testing plan and ensure that provisions have been made to provide the required QC testing.
h. Examination of the work area to assure that all required preliminary work has been completed and is in compliance with the contract.
i. 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.
j. Review of the appropriate activity hazard analysis to assure safety requirements are met and that required Material Safety Data Sheets
(MSDS) are submitted.
k. Discussion of procedures for controlling quality of the work including repetitive deficiencies. Document construction tolerances and workmanship standards for that feature of work.
l. Check to ensure that the portion of the plan for the work to be performed has been accepted by the Contracting Officer.
m. Discussion of the initial control phase.
n. The Government must be notified at least 72 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. Resolve any workmanship issues.
f. Check safety to include compliance with and upgrading of the safety plan and activity hazard analysis. Review the activity analysis with each worker.
SECTION 01 45 00.00 10 Page 12
g. The Government must be notified at least 24 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.
h. The initial phase for definable feature of work should be repeated for each new crew to work onsite, or any time acceptable specified quality standards are not being met.
3.6.3 Follow-up Phase
Perform daily checks to assure control activities, including control testing, are providing continued compliance with contract requirements, until completion of the particular feature of work. Record the checks in the 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. Payment by the Government will not be made on deficient work.
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.
3.6.6 QC MEETINGS
After the start of construction, conduct weekly QC meetings by the QC
Manager at the work site with the Project Superintendent and Government QA
Representative(s). The QC Manager is to prepare the minutes of the meeting and provide a copy in the Daily Reports of QCS. As a minimum, accomplish and document the following at each meeting:
a. Review the minutes of the previous meeting.
b. Review the schedule and the status of work and rework.
c. Review the status of submittals.
d. Review the work to be accomplished in the next two weeks and documentation required.
e. Resolve QC and production problems (RFI, etc.).
f. Address items that may require revising the QC Plan.
g. Review Accident Prevention Plan (APP).
h. Review environmental requirements and procedures.
i. Review Waste Management Plan.
SECTION 01 45 00.00 10 Page 13
j. Review IAQ Management Plan.
k. Review Environmental Management Plan.
l. Review the status of training completion.
m. Review Cx Plan and progress.
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/or 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 may be 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 may result in nonpayment for related work performed and disapproval of the test facility for this contract.
3.7.2 Testing Laboratories
The listing of validated testing laboratories is available at http://gsl.erdc.usace.army.mil/SL/MTC/.
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 must meet criteria detailed in ASTM D3740 and
ASTM E329.
http://gsl.erdc.usace.army.mil/SL/MTC
SECTION 01 45 00.00 10 Page 14
3.7.2.2 Capability Recheck
If the selected laboratory fails the capability check, the Contractor will be assessed a charge of $2,000.00 to reimburse the Government for each succeeding recheck of the laboratory or the checking of a subsequently selected laboratory. The amount will be determined by the Government based upon actual costs. 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 the
SPECIAL CONTRACT REQUIREMENTS Clause, "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 must 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 must 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 may 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
SECTION 01 45 00.00 10 Page 15 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 with the contract clause titled "Inspection of
Construction".
3.9 DOCUMENTATION
Maintain current records providing factual evidence that required quality control activities and/or 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. Contractor/subcontractor and their area of responsibility.
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/or 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/or specifications.
j. Provide documentation of design quality control activities. For independent design reviews, provide, as a minimum, identification of the Independent Technical Review (ITR) team, the ITR review comments, responses and the record of resolution of the comments.
k. Contractor's 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
SECTION 01 45 00.00 10 Page 16 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 must 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 must be signed and dated by the 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 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 may 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 --
KC46A FuT Phase 2, Altus AFB 93058AM5
SECTION 26 20 00
INTERIOR DISTRIBUTION SYSTEM
08/08
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 in the text by the basic designation only.
ASTM INTERNATIONAL (ASTM)
ASTM D709 (2016) Standard Specification for Laminated Thermosetting Materials
INSTITUTE OF ELECTRICAL AND ELECTRONICS ENGINEERS (IEEE)
IEEE 100 (2000; Archived) The Authoritative Dictionary of IEEE Standards Terms
IEEE 81 (2012) Guide for Measuring Earth Resistivity, Ground Impedance, and Earth Surface Potentials of a Ground System
IEEE C2 (2017) National Electrical Safety Code
INTERNATIONAL ELECTRICAL TESTING ASSOCIATION (NETA)
NETA ATS (2013) Standard for Acceptance Testing Specifications for Electrical Power Equipment and Systems
NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION (NEMA)
ANSI C80.1 (2005) American National Standard for Electrical Rigid Steel Conduit (ERSC)
ANSI C80.3 (2015) American National Standard for Electrical Metallic Tubing (EMT)
NEMA 250 (2014) Enclosures for Electrical Equipment (1000 Volts Maximum)
NEMA FU 1 (2012) Low Voltage Cartridge Fuses
NEMA ICS 1 (2000; R 2015) Standard for Industrial Control and Systems: General Requirements
NEMA ICS 2 (2000; R 2005; Errata 2008) Industrial Control and Systems Controllers, Contactors, and Overload Relays Rated 600 V
NEMA ICS 4 (2015) Terminal Blocks
NEMA ICS 6 (1993; R 2011) Industrial Control and
SECTION 26 20 00 Page 1
KC46A FuT Phase 2, Al t us AFB 93058AM5
Syst ems: Encl osur es
NEMA KS 1 ( 2013) Encl osed and Mi scel l aneous Di st r i but i on Equi pment Swi t ches ( 600 V Maximum)
NEMA MG 1 ( 2016) Mot or s and Gener at or s
NEMA MG 10 ( 2013) Ener gy Management Gui de f or Sel ect i on and Use of Fi xed Fr equency Medi um AC Squi r r el - Cage Pol yphase I nduct i on Mot or s
NEMA MG 11 ( 1977; R 2012) Ener gy Management Gui de f or Sel ect i on and Use of Si ngl e Phase Mot or s
NEMA RN 1 ( 2005; R 2013) Pol yvi nyl - Chl or i de ( PVC) Ext er nal l y Coat ed Gal vani zed Ri gi d St eel Condui t and I nt er medi at e Met al Condui t
NEMA ST 20 ( 1992; R 1997) St andar d f or Dr y- Type Tr ansf or mer s f or Gener al Appl i cat i ons
NEMA TC 2 ( 2013) St andar d f or El ect r i cal Pol yvi nyl Chl or i de ( PVC) Condui t
NEMA TC 3 ( 2015) St andar d f or Pol yvi nyl Chl or i de ( PVC) Fi t t i ngs f or Use Wi t h Ri gi d PVC Condui t and Tubi ng
NEMA TP 1 ( 2002) Gui de f or Det er mi ni ng Ener gy Ef f i c i ency f or Di st r i but i on Tr ansf or mer s
NEMA VE 1 ( 2009) St andar d f or Met al Cabl e Tr ay Systems
NEMA WD 1 ( 1999; R 2015) St andar d f or Gener al Col or Requi r ement s f or Wi r i ng Devi ces
NEMA WD 6 ( 2016) Wi r i ng Devi ces Di mensi ons Specifications
NEMA Z535. 4 ( 2011) Amer i can Nat i onal St andar d f or Pr oduct Saf et y Si gns and Label s
NATI ONAL FI RE PROTECTI ON ASSOCI ATI ON ( NFPA)
NFPA 70 ( 2017) Nat i onal El ect r i cal Code
NFPA 70E ( 2015; ERTA 1 2015) St andar d f or El ect r i cal Saf et y i n t he Wor kpl ace
NFPA 780 ( 2017) St andar d f or t he I nst al l at i on of Li ght ni ng Pr ot ect i on Syst ems
TELECOMMUNI CATI ONS I NDUSTRY ASSOCI ATI ON ( TI A)
TIA-568-C.1 ( 2009; Add 2 2011; Add 1 2012) Commer ci al Bui l di ng Tel ecommuni cat i ons Cabl i ng
SECTI ON 26 20 00 Page 2 Revi sed by Amendment 0005
Standard
TIA-569 ( 2015d) Commer ci al Bui l di ng St andar d f or Tel ecommuni cat i ons Pat hways and Spaces
TIA-607 ( 2011b) Gener i c Tel ecommuni cat i ons Bondi ng and Gr oundi ng ( Ear t hi ng) f or Cust omer Premises
U. S. NATI ONAL ARCHI VES AND RECORDS ADMI NI STRATI ON ( NARA)
29 CFR 1910. 147 Cont r ol of Hazar dous Ener gy ( Lock Out / Tag Out)
UNDERWRI TERS LABORATORI ES ( UL)
UL 1 ( 2005; Repr i nt Jul 2012) St andar d f or Fl exi bl e Met al Condui t
UL 1063 ( 2006; Repr i nt Jul 2012) Machi ne- Tool Wi r es and Cabl es
UL 1242 ( 2006; Repr i nt Mar 2014) St andar d f or El ect r i cal I nt er medi at e Met al Condui t - - Steel
UL 1449 ( 2014; Repr i nt Mar 2016) UL St andar d f or Saf et y Sur ge Pr ot ect i ve Devi ces
UL 1561 ( 2011; Repr i nt Jun 2015) Dr y- Type Gener al Pur pose and Power Tr ansf or mer s
UL 1569 ( 2014; Repr i nt Jul 2016) UL St andar d f or Saf et y Met al - Cl ad Cabl es
UL 1660 ( 2014) Li qui d- Ti ght Fl exi bl e Nonmet al l i c Conduit
UL 198M ( 2003; Repr i nt Feb 2013) St andar d f or Mi ne- Dut y Fuses
UL 20 ( 2010; Repr i nt Feb 2012) Gener al - Use Snap Switches
UL 360 ( 2013; Repr i nt Jan 2015) Li qui d- Ti ght Fl exi bl e St eel Condui t
UL 4248 ( 2007; Repr i nt 2013) UL St andar d f or Saf et y Fusehol der s
UL 44 ( 2014; Repr i nt Feb 2015) Ther moset - I nsul at ed Wi r es and Cabl es
UL 467 ( 2013) Gr oundi ng and Bondi ng Equi pment
UL 486A- 486B ( 2013; Repr i nt Jan 2016) Wi r e Connect or s
UL 486C ( 2013; Repr i nt Jan 2016) Spl i c i ng Wi r e Connectors
SECTI ON 26 20 00 Page 3
UL 489 ( 2016) UL St andar d f or Saf et y Mol ded- Case Ci r cui t Br eaker s, Mol ded- Case Swi t ches and Ci r cui t - Br eaker Encl osur es
UL 498 ( 2012; Repr i nt Jul 2016) UL St andar d f or Saf et y At t achment Pl ugs and Recept acl es
UL 50 ( 2015) UL St andar d f or Saf et y Encl osur es f or El ect r i cal Equi pment , Non- Envi r onment al Consi der at i ons
UL 506 ( 2008; Repr i nt Oct 2013) Speci al t y Transformers
UL 508 ( 1999; Repr i nt Oct 2013) I ndust r i al Cont r ol Equi pment
UL 510 ( 2005; Repr i nt Jul 2013) Pol yvi nyl Chl or i de, Pol yet hyl ene and Rubber I nsul at i ng Tape
UL 514A ( 2013) Met al l i c Out l et Boxes
UL 514B ( 2012; Repr i nt Nov 2014) Condui t , Tubi ng and Cabl e Fi t t i ngs
UL 514C ( 2014; Repr i nt Dec 2014) Nonmet al l i c Out l et Boxes, Fl ush- Devi ce Boxes, and Covers
UL 6 ( 2007; Repr i nt Nov 2014) El ect r i cal Ri gi d Met al Condui t - St eel
UL 651 ( 2011; Repr i nt Jun 2016) UL St andar d f or Saf et y Schedul e 40 and 80 Ri gi d PVC Condui t and Fi t t i ngs
UL 67 ( 2009; Repr i nt Dec 2016) UL St andar d f or Saf et y Panel boar ds
UL 797 ( 2007; Repr i nt Dec 2012) El ect r i cal Met al l i c Tubi ng - - St eel
UL 83 ( 2014) Ther mopl ast i c- I nsul at ed Wi r es and Cables
UL 869A ( 2006) Ref er ence St andar d f or Ser vi ce Equipment
UL 870 ( 2016) UL St andar d f or Saf et y Wi r eways, Auxi l i ar y Gut t er s, and Associ at ed Fi t t i ngs
UL 943 ( 2016) UL St andar d f or Saf et y Gr ound- Faul t Circuit-Interrupters
UL 984 ( 1996; Repr i nt Sep 2005) Her met i c Ref r i ger ant Mot or - Compr essor s
SECTI ON 26 20 00 Page 4
1. 2 DEFI NI TI ONS
Unl ess ot her wi se speci f i ed or i ndi cat ed, el ect r i cal and el ect r oni cs t er ms used i n t hese speci f i cat i ons, and on t he dr awi ngs, shal l be as def i ned i n
I EEE 100.
1. 3 SUBMI TTALS
Gover nment appr oval i s r equi r ed f or submi t t al s wi t h a " G" desi gnat i on;
submi t t al s not havi ng a " G" desi gnat i on ar e f or i nf or mat i on onl y. When used, a desi gnat i on f ol l owi ng t he " G" desi gnat i on i dent i f i es t he of f i ce t hat wi l l r evi ew t he submi t t al f or t he Gover nment . The f ol l owi ng shal l be submi t t ed i n accor dance wi t h Sect i on 01 33 00. 10 10 SUBMI TTAL PROCEDURES:
SD- 02 Shop Dr awi ngs
Panel boar ds; G
Tr ansf or mer s; G
Cabl e t r ays; G
I ncl ude wi r i…
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