AMENDMENT_0003.pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

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

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

30-105-04 EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

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

FAR (48 CFR) 53.243

Construct Training Support Facility, Fort Sill, OK.

1. This amendment is issued to extend the due date and time for proposals to 2:00 PM CST, Wednesday, 25 January 2017.

2. Questions can no longer be submitted through ProjNet/Bidder’s Inquiry.

3. All potential offerors must acknowledge this amendment by completing blocks 15A, 15B and 15C of the first page of this amendment. Return the completed first page of this amendment with your proposal. The due date and time IS extended.

4. See Continuation Page for revisions to various sections of the RFP as annotated.

5. ALL OTHER TERMS AND CONDITIONS REMAIN UNCHANGED BY THIS AMENDMENT

1. CONTRACT ID CODE PAGE OF PAGES

1 338

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

16C. DATE SIGNED

BY

16B. UNITED STATES OF AMERICA 15C. DATE SIGNED 15B. 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 W912BV-16-R-0143

X 9B. DATED (SEE ITEM 11)

2 Dec 2016

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, 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 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

17 Jan 2017

CODE

CONTRACTING DIV

USACE, TULSA 1645 S 101 E AVE

TULSA OK 74128-4609

W912BV 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODE CODE

EMAIL: TEL:

M5CT9BCH

Typewritten Text 17 Jan 2017

AMENDMENT 0003

TRAINING SUPPORT FACILITY

FORT SILL, OKLAHOMA

W912BV-16-R-0143

The solicitation documents are revised as follows:

1. The revised/new sections/appendices listed below are hereby added to or revised and made a part of the solicitation. Revised or added/deleted information can be located in the specifications by searching for an asterisk and amendment number (e.g. *AM1).

Revised sections/appendices:

2. SPECIFICATIONS

a. Deleted Sections

03 35 10 POLISHED CONCRETE FINISHING

b. Added Sections

32 92 23 SODDING

32 93 00 EXTERIOR PLANTS

c. Revised Sections:

PROJECT TABLE OF CONTENTS

00 11 00 PRICING (CLIN) SCHEDULE

01 45 00.00 10 QUALITY CONTROL

01 45 35 SPECIAL INSPECTIONS

03 30 00.00 10 CAST-IN-PLACE CONCRETE

03 35 00.00 10 CONCRETE FINISHING

07 41 13 METAL ROOF PANELS

07 42 63 FABRICATED WALL PANEL ASSEMBLIES

08 60 45 TRANSLUCENT PANELS

13 34 19 METAL BUILDING SYSTEMS

3. DRAWINGS

a. Add the attached new drawings:

C-504 CIVIL SITE DETAILS V

b. Revised Drawings: The following is a list of revised drawings. A copy of the revised drawing accompanies this amendment:

G-001 PROJECT DRAWING INDEX

C-001 GENERAL NOTES AND LEGEND

C-101 SITE PLAN

C-102 GRADING PLAN

C-103 UTILITY PLAN I

C-105 LANDSCAPE PLAN

C-106 PAVING PLAN

C-107 EROSION CONTROL PLAN

S-001 STRUCTURAL NOTES AND LEGEND

S-103 ADMIN. AREA FOUNDATION AND SECOND FLOOR FRAMING PLANS

S-301 FOUNDATION SECTIONS

S-501 FOUNDATION DETAILS

A-103 ENLARGED PLAN FIRST FLOOR

A-104 ENLARGED PLAN SECOND FLOOR/MECH MEZZ

A-201 SOUTH AND WEST ELEVATIONS

A-202 NORTH AND EAST ELEVATIONS

A-203 MECHANICAL LOUVER ELEVATIONS

A-402 INTERIOR ELEVATIONS

A-403 WALL SECTIONS

A-506 DETAILS – MILLWORK/WALK-OFF MAT/METAL PANELS

A-601 DOOR TYPES AND LOUVER SCHEDULE

A-602 WINDOW TYPES

I-601 INTERIOR FINISH LEGEND, INTERIOR ROOM FINISH SCHEDULE

E-602 ELECTRICAL EQUIPMENT SCHEDULES 2

FX001 FIRE SUPPRESSION – GENERAL NOTES

FX101 FIRE PROTECTION PLAN FIRST AND SECOND FLOOR LARGE

ARTIFACT DISPLAY

FX411 FLOOR PLANS ENLARGED FIRE SUPPRESSION

FX501 FIRE SUPPRESSION DETAILS

FX502 FIRE SUPPRESSION DETAILS

FA001 FIRE ALARM LEGEND AND GENERAL NOTES FIRE ALARM LEGEND

FA400 MEZZANINE FIRE ALARM PLAN ENLARGED FIRST FLOOR AND

FA501 FIRE ALARM DETAIL

P-103 MECH. MEZZANINE ROOM 300, MECH. ROOMS 118 & 119 PLUMBING

PLANS

4. APPENDICES

a. Attachment 1- Drawings_RTA Drawings.pdf has been renamed as follows:

APPENDIX A – PROJECT DRAWINGS

b. Add the attached new Appendices:

APPENDIX B – FOUNDATION AND PAVEMENT ANALYSIS (GEOTECHNICAL REPORT)

APPENDIX C – FORT SILL TREE PROTECTION AND REPLACEMENT

APPENDIX D – MEMORANDUM – TEMPORARY UTILITY CONNECTION PROCEDURE

APPENDIX E – LEED CHECKLIST

--END OF CHANGES--

Training Support Facility Fort Sill, Oklahoma

PROJECT TABLE OF CONTENTS Page 1

REVISED BY AMENDMENT 0003

PROJECT TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

00 11 00 PRICING (CLIN) SCHEDULE

00 21 00 INSTRUCTIONS, CONDITIONS AND NOTICES TO OFFERORS

00 22 11 PROPOSAL SUBMISSION REQUIREMENTS AND BASIS OF

AWARD

00 45 00 REPRESENTATIONS AND CERTIFICATIONS

00 72 00 CONTRACT CLAUSES

00 73 00 SPECIAL CONTRACT REQUIREMENTS

00 73 46 WAGE DETERMINATIONS

DIVISION 01 - GENERAL REQUIREMENTS

01 04 00 COORDINATION, FIELD ENGINEERING, AND MEETINGS

01 11 00 SUMMARY OF WORK

01 32 01.00 10 PROJECT SCHEDULE

01 33 00.10 10 DIGITAL SUBMITTAL PROCEDURES AND CORRESPONDENCE

01 33 29 SUSTAINABILITY REPORTING

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00.00 10 QUALITY CONTROL

01 45 00.10 10 QUALITY CONTROL SYSTEM (QCS)

01 45 35 SPECIAL INSPECTIONS

01 57 20.00 10 ENVIRONMENTAL PROTECTION

01 58 00 BULLETIN BOARD, PROJECT SIGN, AND SAFETY SIGN

01 74 19.10 10 CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT

01 78 00.10 10 CLOSEOUT SUBMITTALS

01 78 23.10 10 OPERATION AND MAINTENANCE DATA

01 91 00.15 TOTAL BUILDING COMMISSIONING

01 91 00.15 10 MECHANICAL/BUILDING CONTROL SYSTEMS INTEGRATOR

DIVISION 02 - EXISTING CONDITIONS

02 41 00 DEMOLITION

DIVISION 03 - CONCRETE

03 11 13.00 10 STRUCTURAL CAST-IN-PLACE CONCRETE FORMING

03 15 00.00 10 CONCRETE ACCESSORIES

03 20 00.00 10 CONCRETE REINFORCING

03 30 00.00 10 CAST-IN-PLACE CONCRETE

03 35 00.00 10 CONCRETE FINISHING

*AM3 SECTION DELETED*

03 39 00.00 10 CONCRETE CURING

KC-46A DEPOT MAINTENANCE HANGAR

TINKER AIR FORCE BASE, OK

PROJECT TABLE OF CONTENTS Page 2

DIVISION 04 - MASONRY

04 20 00 UNIT MASONRY

DIVISION 05 - METALS

05 05 23.16 STRUCTURAL WELDING

05 12 00 STRUCTURAL STEEL

05 21 00 STEEL JOIST FRAMING

05 30 00 STEEL DECKS

05 40 00 COLD-FORMED METAL FRAMING

05 51 00 METAL STAIRS

05 51 33 METAL LADDERS

05 52 00 METAL RAILINGS

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

06 10 00 ROUGH CARPENTRY

06 20 00 FINISH CARPENTRY

06 61 16 SOLID POLYMER (SOLID SURFACING) FABRICATIONS

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 05 23 PRESSURE TESTING AN AIR BARRIER SYSTEM FOR AIR

TIGHTNESS

07 19 00 WATER REPELLENTS

07 21 13 BOARD AND BLOCK INSULATION

07 21 16 MINERAL FIBER BLANKET INSULATION

07 22 00 ROOF AND DECK INSULATION

07 24 00 EXTERIOR INSULATION AND FINISH SYSTEMS

07 27 10.00 10 BUILDING AIR BARRIER SYSTEM

07 42 63 FABRICATED WALL PANEL ASSEMBLIES

07 60 00 FLASHING AND SHEET METAL

07 61 14.00 20 STEEL STANDING SEAM ROOFING

07 84 00 FIRESTOPPING

07 92 00 JOINT SEALANTS

DIVISION 08 - OPENINGS

08 11 13 STEEL DOORS AND FRAMES

08 11 16 ALUMINUM DOORS AND FRAMES

08 14 00 WOOD DOORS

08 33 23 OVERHEAD COILING DOORS

08 34 59 VAULT DOORS AND DAY GATES

08 41 13 ALUMINUM-FRAMED ENTRANCES AND STOREFRONTS

08 51 13 ALUMINUM WINDOWS

08 60 45 TRANSLUCENT PANELS

08 71 00 DOOR HARDWARE

08 81 00 GLAZING

08 91 00 METAL WALL LOUVERS

DIVISION 09 - FINISHES

09 22 00 SUPPORTS FOR PLASTER AND GYPSUM BOARD

09 29 00 GYPSUM BOARD

09 30 13 CERAMIC TILING

09 51 00 ACOUSTICAL CEILINGS

09 65 00 RESILIENT FLOORING

09 68 00 CARPETING

09 90 00 PAINTS AND COATINGS

DIVISION 10 - SPECIALTIES

10 11 00 VISUAL DISPLAY UNITS

10 14 00.10 EXTERIOR SIGNAGE

10 14 00.20 INTERIOR SIGNAGE

10 21 13 TOILET COMPARTMENTS

10 28 13 TOILET ACCESSORIES

10 44 16 FIRE EXTINGUISHERS

DIVISION 12 - FURNISHINGS

12 24 13 ROLLER WINDOW SHADES

12 48 13 ENTRANCE FLOOR MATS AND FRAMES

DIVISION 13 - SPECIAL CONSTRUCTION

13 34 19 METAL BUILDING SYSTEMS

13 48 00.00 10 SEISMIC PROTECTION FOR MECHANICAL EQUIPMENT

DIVISION 14 - CONVEYING EQUIPMENT

14 24 23 HYDRAULIC PASSENGER ELEVATORS

DIVISION 21 - FIRE SUPPRESSION

21 13 13.00 10 WET PIPE SPRINKLER SYSTEM, FIRE PROTECTION

21 30 00 FIRE PUMPS

DIVISION 22 - PLUMBING

22 00 00 PLUMBING, GENERAL PURPOSE

DIVISION 23 - HEATING, VENTILATING, AND AIR CONDITIONING (HVAC)

23 00 00 AIR SUPPLY, DISTRIBUTION, VENTILATION, AND

EXHAUST SYSTEMS

23 05 15 COMMON PIPING FOR HVAC

23 05 48.00 40 VIBRATION AND SEISMIC CONTROLS FOR HVAC PIPING

AND EQUIPMENT

23 05 93 TESTING, ADJUSTING, AND BALANCING FOR HVAC

23 07 00 THERMAL INSULATION FOR MECHANICAL SYSTEMS

23 08 00.00 10 COMMISSIONING OF HVAC SYSTEMS

23 09 00 INSTRUMENTATION AND CONTROL FOR HVAC

23 09 13 INSTRUMENTATION AND CONTROL DEVICES FOR HVAC

23 09 23.02 BACNET DIRECT DIGITAL CONTROL FOR HVAC AND OTHER

BUILDING CONTROL SYSTEMS

23 09 93 SEQUENCES OF OPERATION FOR HVAC CONTROL

23 11 25 FACILITY GAS PIPING

23 52 00 HEATING BOILERS

23 64 26 CHILLED, CHILLED-HOT, AND CONDENSER WATER PIPING

SYSTEMS

23 82 02.00 10 UNITARY HEATING AND COOLING EQUIPMENT

DIVISION 26 - ELECTRICAL

26 00 00.00 20 BASIC ELECTRICAL MATERIALS AND METHODS

26 05 48.00 10 SEISMIC PROTECTION FOR ELECTRICAL EQUIPMENT

26 08 00 APPARATUS INSPECTION AND TESTING

26 09 23.00 40 LIGHTING CONTROL DEVICES

26 12 19.10 THREE-PHASE PAD-MOUNTED TRANSFORMERS

26 20 00 INTERIOR DISTRIBUTION SYSTEM

26 27 13.10 30 ELECTRIC METERS

26 28 01.00 10 COORDINATED POWER SYSTEM PROTECTION

26 29 23 VARIABLE FREQUENCY DRIVE SYSTEMS UNDER 600 VOLTS

26 41 00 LIGHTNING PROTECTION SYSTEM

26 51 00.00 40 INTERIOR LIGHTING

26 56 00 EXTERIOR LIGHTING

DIVISION 27 - COMMUNICATIONS

27 10 00 BUILDING TELECOMMUNICATIONS CABLING SYSTEM

DIVISION 28 - ELECTRONIC SAFETY AND SECURITY

28 31 76 INTERIOR FIRE ALARM AND MASS NOTIFICATION SYSTEM

DIVISION 31 - EARTHWORK

31 00 00 EARTHWORK

31 11 00 CLEARING AND GRUBBING

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 31 13.53 CHAIN LINK FENCES AND GATES

*AM3

32 92 23 SODDING

32 93 00 EXTERIOR PLANTS*

DIVISION 33 - UTILITIES

33 11 00 WATER DISTRIBUTION

33 11 23 NATURAL GAS AND LIQUID PETROLEUM PIPING

33 30 00 SANITARY SEWERS

33 40 00 STORM DRAINAGE UTILITIES

33 71 02 UNDERGROUND ELECTRICAL DISTRIBUTION

*AM3 TEXT DELETED*

*AM3 APPENDICES

APPENDIX A – PROJECT DRAWINGS

APPENDIX B – FOUNDATION AND PAVEMENT ANALYSIS (GEOTECHNICAL REPORT)

APPENDIX C – FORT SILL TREE PROTECTION AND REPLACEMENT

APPENDIX D – MEMORANDUM – FORT SILL TEMPORARY UTILITY CONNECTION

PROCEDURE

-- End of Project Table of Contents --

FORT SILL, OK

00 11 00 - 1

REVISED BY AMENDMENT 0003

SECTION 00 11 00

PRICING (CLIN) SCHEDULE

CLIN Estimated Unit Unit Amount No. Description Quantity Price

--------------------------------BASE PROPOSAL--------------------------------

0001 General Conditions 1 JOB XXXX $____________

0002 Construction of Administration 1 JOB XXXX $____________

0003 Construction of Large Bay 1 JOB XXXX $____________

0004 Site Work and Utilities 1 JOB XXXX $____________

0005 As–Built Drawings 1 JOB XXXX $____________

0006 O&M Manuals 1 JOB XXXX $____________

0007 Total Building Commissioning 1 JOB XXXX $____________

TOTAL BASE PROPOSAL

(CLINS 0001 – 0007 Inclusive) $_________________

--------------------------------OPTIONAL ITEMS-------------------------------

1001 Interior Windows to Large Bay 1 JOB XXXX $____________

2001 Exterior Materials 1 JOB XXXX $____________

3001 Chiller Enclosure 1 JOB XXXX $____________

4001 Canopies 1 JOB XXXX $____________

5001 Mechanical Integrator 1 JOB XXXX $____________

6001 Label Junction Box Covers and Cover Plates 1 JOB XXXX $____________

Total Base Proposal and Options

(CLINS 0001 – 0007

AND 1001 - 6001 Inclusive) $__________________

Contract Duration (See Note 6 Below):____________________

00 11 00 - 2

REVISED BY AMENDMENT 0003

PRICING SCHEDULE NOTES

1. The Offeror shall submit pricing data on the latest Pricing Schedule as published in the solicitation or the latest amendment thereto. In lieu of indicating additions/deductions to line items, all Offerors should state their revised prices for each item.

2. Offerors must insert a price on all numbered items (unless directed otherwise) of the Pricing Schedule. Failure to do so will disqualify the Offer.

3. All quantities are estimated except where the unit is given as JOB.

4. If a modification to a proposal is submitted and provides for a lump sum adjustment to the total estimated cost, the application of the lump sum adjustment to each unit price and/or lump sum price, in the Pricing Schedule must be stated or, if it is not stated, the Offeror agrees that the lump-sum adjustment shall be applied on a prorated basis to every item in the Pricing Schedule.

5. All extensions of the unit prices shown (if applicable) will be subject to verification by the Government. In case of variation between the unit price and the extension, the unit price will be considered to be the offer.

6. The Offeror shall propose a total contract duration in number of calendar days after the Notice to Proceed (NTP) is received by the Contractor, whether via electronic means or hard copy, whichever is the earliest method of delivery. The total number of proposed calendar days for construction through completion, ready for turnover shall not exceed the days shown at, SCR: 52.211-10 COMMENCEMENT, PROSECUTION AND COMPLETION OF WORK. The proposed duration shall become the required contract duration.

The Government may issue the NTP via e-mail or Facsimile (FAX) or by other means. Day number 1 is the day after the date of receipt of the NTP.

7. AWARD

Only one contract will be awarded under this solicitation.

8. OPTIONAL BID ITEM DESCRIPTIONS

a. Option 1 – Provide (4) additional windows in second floor corridor in accordance with specifications and design drawings.

b. Option 2 – Provide *AM3 TEXT DELETED* *AM3 Stone and EIFS exterior improvements as noted on A201 & A-202.*

c. Option 3 – Provide metal panel enclosure for chiller in accordance with specifications and design drawings

d. Option 4 – Provide the (2) exterior canopies located above coiling doors on the east and west side of the facility.

e. Option 5 – Provide Mechanical Integrator Support in accordance with specification 01 91 00.15 10

f. Option 6 – Provide labels as specified in Section 26 20 00

INTERIOR DISTRIBUTION SYSTEM.

00 11 00 - 3

9. EVALUATION OF OPTIONS

The government will evaluate offers for award purposes by adding the total price for all options to the total price for the Base Proposal.

(Total Base Proposal and Optional Proposal Items.) Evaluation of options will not obligate the Government to exercise the options.

10. AWARD OF OPTIONAL BID ITEMS

Optional CLINS 1001-6001 as stated above may, at the option of the Government, be awarded at the time of contract award or may be exercised at any time from the date of contract award until 90 days after issue of the Notice to Proceed.

Any and all optional line items may be exercised solely at the discretion of the Government.

--END OF SECTION--

Fort Sill, 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

ANSI/SMACNA 008 (2007) IAQ Guidelines for Occupied Buildings

Under Construction, 2nd Edition

SECTION 01 45 00.00 10 Page 2

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 *AM003 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

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):

SECTION 01 45 00.00 10 Page 3

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:

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.

SECTION 01 45 00.00 10 Page 4

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 *AM003 design and construction* operations, both onsite and offsite, and be keyed to the proposed construction *AM003 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.

*AM003 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

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. *AM003 Design and construction 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. *AM003 Design and construction Construction* will be permitted to begin only after acceptance of the CQC Plan or acceptance of an interim

SECTION 01 45 00.00 10 Page 5 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 *AM003 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 *AM003 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 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. 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 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 *AM003 design and* construction deficiencies from identification through acceptable corrective action. Establish verification procedures that identified deficiencies have been corrected.

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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.

*AM003 3.2.2 Not Used 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.

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

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Acceptance of the Contractor's plan is required prior to the start of construction. *AM003 design and construction.* Acceptance is conditional and will be predicated on satisfactory performance during *AM003 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, *AM003 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, *AM003 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 *AM003 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 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

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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 5 years construction experience on construction similar to this contract, or a construction person with a minimum of 5 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.

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, mechanical building control integrator, *AM003 structural, environmental,* submittals clerk, Cx Agent/LEED Specialist as applicable to the specific technical requirements of the project. These individuals or specialized technical employees must be directly employed by the prime contractor and may not be employed by a supplier or subcontractor on this project; 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 must have no other duties other than quality control. 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. The mechanical/Building Controls systems Integrator has very specific and task requirements; see the Section 01

Experience Matrix

Area Qualifications

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

SECTION 01 45 00.00 10 Page 9

Experience Matrix

Area Qualifications

Submittals Submittal Clerk with 1 year experience

Concrete, Pavements and Soils

Materials Technician with 2 years experience for the appropriate area

Testing, Adjusting and Balancing (TAB) Personnel

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

*AM003 Design Quality Control Manager*

*AM003 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.

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

SECTION 01 45 00.00 10 Page 10

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.

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.

SECTION 01 45 00.00 10 Page 11

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.

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

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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.

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

SECTION 01 45 00.00 10 Page 13 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.

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 http://gsl.erdc.usace.army.mil/SL/MTC

SECTION 01 45 00.00 10 Page 14 on this list have been corrected before notifying the Government, so that a Final inspection with the…