W912PP-16-R-0005-Amendment_0003.pdf

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

(a) By completing items 8 and 15, and returning or (c) By separate letter or electronic communication which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by letter or electronic communication, provided each letter or electronic communication makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

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

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT 1. CONTRACT ID CODE

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

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

STANDARD FORM 30 (REV. 11/2016)

Prescribed by GSA FAR (48 CFR) 53.243

FACILITY CODE

9A. AMENDMENT OF SOLICITATION NUMBER

9B. DATED (SEE ITEM 11)

10A. MODIFICATION OF CONTRACT/ORDER NUMBER

10B. DATED (SEE ITEM 13)

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

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

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

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

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

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

NUMBER IN ITEM 10A.

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

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

D. OTHER (Specify type of modification and authority)

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

15C. DATE SIGNED

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

16C. DATE SIGNED

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

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

PAGE OF PAGES

6. ISSUED BY CODE

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

CODE

15B. CONTRACTOR/OFFEROR

(Signature of person authorized to sign)

16B. UNITED STATES OF AMERICA

(Signature of Contracting Officer)

Previous edition unusable

W912PP

PROJECT: CONSTRUCT PUMPHOUSE AND FUEL STORAGE, CANNON AIR FORCE BASE, CURRY COUNTY, NEW

MEXICO

1. This is Amendment No. 0003 to Solicitation No. W912PP-16-R-0005. The following revisions shall be incorporated into the specifications and drawings.

All other revisions shall remain unchanged.

US ARMY ENGINEER DISTRICT, ALBUQUERQUE

4101 JEFFERSON PLAZA NE

ALBUQUERQUE NM 87109-3435

See Item 6

J

W912PP-16-R-0005

1 2

02/28/2017

02/09/2017

W912PP-16-R-0005

Amendment No. 0003

2. SPECIFICATIONS: DELETE THE FOLLOWING LISTED SECTION OR PAGES AND

SUBSTITUTE THE SECTION OR PAGES ATTACHED HERETO. ON THE REVISED PAGES OR

SECTIONS, FOR CONVENIENCE, CHANGES ARE EMPHASIZED BY STRIKETHROUGH FOR

DELETIONS AND UNDERLINE FOR ADDITIONS FROM THE PREVIOUS ISSUE. ALL PORTIONS

OF THE REVISED (OR NEW) SECTION OR PAGES SHALL APPLY WHETHER OR NOT CHANGES

HAVE BEEN INDICATED.

Delete Section or Page Insert Section or Page

00010, Page 3a, 3b and 3c of 97 00010, Page 3a, 3b and 3c of 97 00110, Page 22 00110, Page 22 REGISTER, Page 1 - 84 REGISTER, Pages 1 – 83 (Update to Section 33 52 43.11) 33 52 43.11 33 52 43.11 33 52 43.13 33 52 43.13

3. DRAWING CHANGES: The following drawings are revised and reissued with this amendment.

CIVIL

CI102 - LAYOUT PLAN, SHEET 1

MECHANICAL

M-112 – FUEL SYSTEM PUMPHOUSE PIPING PLAN

M-203 – FUEL SYSTEM FLOW DIAGRAM SHEET 3

M-206 – ISOMETRIC DIAGRAM – NO 1

M-303 – PUMPHOUSE PIPING SECTIONS – SHEET 3

////////LAST ITEM////////

Amendment 0003

Page 3a of 97

W912PP-16-R-0005

Construct Pumphouse and Fuel Storage

DESC 1702

Cannon AFB, NM

CONTRACT LINE ITEM PRICING SCHEDULE

Item No.

Description of Item Estimated Quantity

Unit Unit Price

Estimated Amount

BASE BID ITEMS

0001 All work complete for New Pumphouse and associated appurtenances, excluding Basic Items and Options Item 0008 and 0014 listed below.

1 JOB XXX $_________

0002 All work complete for four Truck Fill stands and associated piping and appurtenances excluding Basic Items and Option Item 0009 listed below.

1 JOB XXX $_________

0003 All work complete for twofour Truck Offloads and associated piping and appurtenances, excluding Basic Items and Option Item 0010 listed below.

1 JOB XXX $_________

0004 All work complete for Two Above Ground Storage Tanks and associated piping, infrastructure to support Automatic Tank Gauging Equipment and appurtenances, excluding Basic Items and Option Item 0013 listed below.

1 JOB XXX $_________

0005 All work complete for New POL Building and associated appurtenances including Basic Items and Options Items listed below.

1 JOB XXX $_________

0006 All work complete for remaining work, excluding Basic Items 0001, 0002, 0003, 0004 and 0005 and Option Items 0007, 0008, 0009, 0010, 0011, 0012 and 00130012 listed below.

1 JOB XXX $_________

TOTAL BASIC (ITEM 0001-0006) $_________

Page 3b of 97

Estimated Quantity

Unit Unit Price

Estimated Amount

OPTION ITEMS

0007 Decorative Aggregate Surfacing Around

Facility

1 JOB XXX $_________

0008 Emergency Lighting and Power - Generator 1 JOB XXX $_________ 0009 Canopies for Fill Stand Stations 1 JOB XXX $_________ 0010 Canopies for Offload Stations 1 JOB XXX $_________ 0011 Disposal of Petroleum Contaminated Soils.

Includes Stockpiling, Sampling, Transportation and Disposal to an Off-Site Facility

150 C.Y. $_____ $_________

0012 Disposal of Petroleum Contaminated Water.

Includes Storage, Sampling, Transportation and Disposal to an Off-Site Facility

50 GAL $_____ $_________

0013 All Work complete to provide and install for the Automatic Tank Gauging System (ATG) equipment for the new storage tanks, excluded from CLIN Item 0004. To include but not limited to servo level gauges, temperature-water sensors, calibration chamber, tank side displays, hand-held programmer, cabling, ATG field devices, remote terminal units (RTUs) and displays – Funded Separately. All infrastructure conduit required for ATG system equipment shall be included in Basic Item 00041 – Funded Separately

1 JOB XXX $_________

0014 Leak Detection and Monitoring – Funded Separately

1 JOB XXX $_________

TOTAL OPTION ITEMS 0007 - 001300014 $_________

TOTAL AMOUNT (BASE BID PLUS ALL OPTION ITEMS) $_________

Notes:

1. Offerors must insert a price on all numbered items of the CLIN pricing schedule. Award of contract will be made to one offeror, including basic items and all option items exercised. Additions will be subject to verification by the Government. In case of variation between the lump-sum (L.S.) prices and the total amount, the lump-sum prices will be considered the price. In case of variation between the unit prices and the extensions, the unit prices will be considered the price submitted. See FAR 52.217-5 Evaluation of Options.

2. PROGRESS PAYMENT REQUESTS made by the Contractor pursuant to the provisions of Contract Clause 52.232-5, PAYMENTS UNDER FIXED-PRICE CONSTRUCTION CONTRACTS, Section 00 70 00 shall be submitted on ENG FORM 93 to the billing office as designated on Block 26, Standard Form 1442, Solicitation, Offer and Award, back. ENG FORM 93 shall be submitted to that office on the 1st of each month in appropriate form and certified. Photocopies of the form shall be furnished on that same date to the Corps of Engineers offices designated at the Pre Construction Conference.

Page 3c of 97

3. EXERCISE OF OPTIONS. The Government reserves the right to exercise the option(s) by written notice to the Contractor either singularly or in any combination for up to 90 calendar days after award of the Base Bid without an increase in the Offeror's bid price Option Items 0007, 0008, 0009, 0010, and 0013 and 0014. The Government reserves the right to exercise Option Items 0011 and 0012 anytime during excavation work required for the contract. Completion of added options shall continue at the same schedule as the Base Bid unless otherwise noted in Section 00800 SPECIAL CONTRACT REQUIREMENTS, Paragraph 1, COMMENCEMENT, PROSECUTION, AND COMPLETION OF

WORK.

4. FAR 52.217-5 EVALUATION OF OPTIONS (JUL 1990)

Except when it is determined in accordance with FAR 17.206(b) not to be in the Government's best interests, the Government will evaluate offers for award purposes by adding the total price for all options to the total price for the basic requirements. Evaluation of options will not obligate the Government to exercise the options(s).

5. FAR 52.232-18 AVAILABILITY OF FUNDS (APR 1984)

Funds are not presently available for this contract. The Government's obligation under this contract is contingent upon the availability of appropriated funds from which payment for contract purposes can be made. No legal liability on the part of the Government for any payment may arise until funds are made available to the Contracting Officer for this contract and until the Contractor receives notice of such availability, to be confirmed in writing by the Contracting Officer.

6. ARITHMETIC DISCREPANCIES (Local):

(a) For the purpose of initial evaluation of prices, the following will be utilized in the resolving arithmetic discrepancies found on the face of the Pricing schedule as submitted by the offeror:

(1) Obviously misplaced decimal points will be corrected;

(2) Discrepancy between unit price and extended price, the unit price will govern;

(3) Apparent errors in extension of unit prices will be corrected;

(4) Apparent errors in addition of lump-sum and extended prices will be corrected.

(b) For the purposes of price evaluation, the government will proceed on the assumption that the offeror intends his proposal to be evaluated on basis of the unit prices, the totals arrived at by resolution of arithmetic discrepancies as provided above and the price proposal will be so reflected on the abstract of proposals.

(c) These correction procedures shall not be used to resolve any ambiguity concerning price proposals.

7. ACCRUALS. In accordance with USACE Engineer Financial Regulation (ER) 37-1-30, and other applicable Federal and DOD financial accounting standards, the Contractor must assist government personnel with providing reasonably accurate estimates of the value of goods and/or services rendered to the Government pursuant to this contract for each calendar month during which goods and services are delivered. Standard forms and instructions will be provided by the Government to assist with meeting this requirement. These monthly estimates, which facilitate timely entry of accruals, must be received by the Government on or before four (4) business days prior to each calendar month-end.

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7.1 SUBMISSION REQUIREMENTS: Page Limit – Twelve (12) pages.

7.1.1 The Offeror shall provide resume data for the following key personnel: On Site Construction Project

Manager, Quality Control Manager (CQC System Manager), Site Superintendent, and Site Safety and Health

Officer. Resume information to be provided shall be limited to no more than three (3) pages per person and shall be provided using the Key Personnel Resume form at the end of this section. Refer to RFP Section 01 45 01

01 45 00.00 10 to determine if separate individuals are required for the SSHO and CQC positions.

7.1.2 The minimum qualification requirements for the On Site Construction Project Manager, Site

Superintendent, shall be in accordance with the following: The minimum experience requirements for the On Site

Construction Project Manager are at least 10 years construction and construction management experience*, with at least 5 years of On Site Construction Project management experience*. The minimum experience requirements for the Site Superintendent are a bachelor’s degree in engineering, architecture or construction management from an

ABET-accredited educational institution, and a minimum of 5 years’ construction experience* as a superintendent on construction work similar to the work required under this contract. In lieu of the formal education requirement stated above, the Superintendent may substitute experience as a construction skilled-craft foreman with a minimum of 15 years’ construction experience to include 5 years’ experience as a superintendent on construction work similar to the work required under this contract.

7.1.3 Minimum qualification requirements for the CQC personnel are a bachelor’s degree in engineering, architecture or construction management from an ABET-accredited educational institution, and a minimum of 5 years construction experience* as a CQC System Manager (or Alternate CQC System Manager) on construction work similar to the work required under this contract or a CMAA Construction Management Certification per RFP

Section 01 45 01.

The minimum qualifications for the CQC System Manager are a bachelor's degree in engineering, architecture or construction management and 5 years construction experience as a CQC System Manager or 10 years experience as a CQC System Manager or Project Engineer on construction of fueling systems work similar to the work required under this contract per RFP Section 01 45 00.00 10.

7.1.4 The SSHO, as a minimum, must produce a copy of their instructor-signed OSHA 30-hour training card (or course completion if within 90 days of having completed the training and card has not yet been issued). They will have completed:

(1) The 30-hour OSHA General Industry safety class (may be web-based training if the student is able to directly ask questions of the instructor by chat or phone) or

(2) The 30-hour OSHA Construction Industry safety class (may be web-based training if the student is able to directly ask questions of the instructor by chat/phone), or

(3) As an equivalent, formal construction or industry safety and health training covering the subjects of the OSHA

30-hour course and the EM 385-1-1 may be web-based training if the student is able to directly ask questions of the instructor by chat/phone).

Minimum qualification requirements for the SSHO are as follows:

(1) Five (5) years of continuous construction industry safety experience in supervising/managing general construction (managing safety programs or processes or conducting hazard analyses and developing controls), or

(2) Five (5) years of continuous general industry safety experience in supervising/managing general industry

(managing safety programs or processes or conducting hazard analyses and developing controls), or

(3) If the SSHO has a Third-Party, Nationally Accredited (ANSI or National Commission for Certifying Agencies -

NCCA) SOH-related certification, only 4 years of experience is needed. > See Appendix Q of the EM 385-1-1 for list of certifications.

* PLEASE MAKE SURE TO CLEARLY DEMONSTRATE THE NUMBER OF YEARS TO ENSURE

THEY ADD UP CORRECTLY TO MEET MININUM REQUIREMENTS.

7.2 EVALUATION CRITERIA:

7.2.1 The Government will evaluate the required information to determine how well the Offeror identifies and demonstrates that its key personnel meet or exceed minimum qualifications necessary to perform construction.

Amendment 0003 l4ctemlk Cross-Out l4ctemlk Cross-Out l4ctemlk Cross-Out l4ctemlk Cross-Out l4ctemlk Cross-Out l4ctemlk Cross-Out

SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 1 OF 83 PAGES

Replace Fuel Storage and Loading Fac, DESC1702, Cannon AFB, NM

01 00 00 SD-01 Preconstruction Submittals 1.5Haul Route Plan

01 04 00 SD-01 Preconstruction Submittals G ROMechanical Room Plan

01 20 00 SD-01 Preconstruction Submittals G ROArea Use Plan

01 32 01.00 10 SD-01 Preconstruction Submittals

1.3 G ROProject Scheduler Qualifications

3.4.1 G ROPreliminary Project Schedule

3.4.2 G ROInitial Project Schedule

3.6.2 G ROPeriodic Schedule Update

01 33 00 SD-01 Preconstruction Submittals

1.9 G ROSubmittal Register

01 33 29 SD-01 Preconstruction Submittals 1.4LEED Implementation Plan

SD-11 Closeout Submittals

1.5 GLEED Documentation Notebook

01 35 26 SD-01 Preconstruction Submittals

1.7 G ROZero Accident Program (ZAP)

1.8 G ROAccident Prevention Plan (APP)

SD-06 Test Reports 1.4Monthly Exposure Reports 1.13Notifications and Reports

1.13.2 G ROAccident Reports

1.13.3LHE Inspection Reports

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01 35 26 1.9Activity Hazard Analysis (AHA) 1.10.1Confined Space Entry Permit 1.10.1Hot Work Permit 1.15License Certificates

1.15.3 G RORadiography Operation Planning

Work Sheet 01 35 29.13 SD-01 Preconstruction Submittals

1.6 G DOACCIDENT PREVENTION

PLAN/SITE SAFETY AND

HEALTH PLAN

SD-02 Shop Drawings

1.28.1 G DOWork Zones;

1.29.1 G DODecontamination Facilities

SD-03 Product Data 1.13Exposure Monitoring/Air

Sampling Program 1.28.2Site Control Log 1.12.4Employee Certificates

01 41 26.10 24 SD-01 Preconstruction Submittals

3.2.2 G DOStormwater Pollution Prevention

Plan 3.2.1NPDES Notice of Intent 3.2.6NPDES Notice of Termination 3.2.4.1Inspector Qualifications

01 53 00 SD-01 Preconstruction Submittals

1.1 GTemporary Fencing

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01 57 00 SD-01 Preconstruction Submittals G ROTraffic Control Plan

01 57 20.00 10 SD-01 Preconstruction Submittals

1.7 G DOEnvironmental Protection Plan

SD-06 Test Reports G DOBorrow Site Testi G DOPhase 1 ESA of Borrow Site

01 57 23 SD-01 Preconstruction Submittals

3.1.2 G ROStorm Water Pollution Prevention

Plan

3.1.2 G ROStorm Water Notice of Intent

SD-06 Test Reports

3.1.2 G ROStorm Water Inspection Reports

for General Permit

3.1 G ROErosion and Sediment Controls

SD-07 Certificates

2.1.3 G ROMill Certificate or Affidavit

01 72 00 SD-02 Shop Drawings

1.3 G ROWorking As-Built Drawings

3.1 G ROWorking As-Built Drawings

SD-11 Closeout Submittals

1.4 G ROFinal As-Built Drawings

3.2 G ROFinal As-Built Drawings

01 72 80 SD-11 Closeout Submittals

1.2 G RODD Form 1354

01 74 19 SD-01 Preconstruction Submittals

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01 74 19 1.6 G ROWaste Management Plan SD-11 Closeout Submittals

1.7 G RORecords

01 78 00 SD-03 Product Data

1.6.1Warranty Management Plan 1.6.5Warranty Tags 1.4Spare Parts Data

SD-08 Manufacturer’s Instructions 1.6.6Posted Instructions

SD-10 Operation and Maintenance Data

3.5 G ROOperation and Maintenance

Manuals

SD-11 Closeout Submittals 3.4As-Built Record of Equipment and Materials 3.2Final Approved Shop Drawings 3.3Construction Contract

Specifications

2.3 G ROCertification of EPA Designated

Items 01 78 23 SD-03 Product Data

Production Log Videographer Qualifications

1.7.6Video-graphic Documentation Plan

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01 78 23 SD-10 Operation and Maintenance Data

1.4 G ROO&M Database

3.1.1 G ROTraining Plan

3.1.3 G ROTraining Outline

3.1.2 G ROTraining Content

SD-11 Closeout Submittals

3.1.4 G ROTraining Video Recording

3.1.6 G ROValidation of Training Completion

01 78 23.33 SD-10 Operation and Maintenance Data

2.1.1 G ROSystem Instructions

02 56 13 SD-02 Shop Drawings

3.8 G AEPenetrations

1.3 G AEAs-Built Drawings

SD-03 Product Data

2.2 G AETests, Inspections, and

Verifications

3.3 G AEField Seaming

1.5 G AEQualifications

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3.4 G AESamples

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2.1 G AEMaterials

3.1.1 G AESurface Preparation

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02 56 13 3.5.1 G AENon-Destructive Field Seam Continuity Testing

3.5.2 G AEDestructive Field Seam Testing

3.6.1 G AEDestructive Seam Test Repairs

3.5 G AETests

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3.4 G ROSamples

2.1 G ROMaterials

3.1.1 G ROSurface Preparation

3.5.2 G RODestructive Field Seam Testing

3.6.1 G RODestructive Seam Test Repairs

3.5 G ROTests

02 61 13 SD-03 Product Data

1.3 G ROWork Plan

3.9 G ROPotentially Contaminated Material

Management Summary Report SD-06 Test Reports

3.6.1 G ROSampling of Stored Material

3.6.2 G ROSampling Liquid

03 30 00 SD-02 Shop Drawings

1.6.2.1 G AEReinforcing steel

SD-03 Product Data 2.4.8Joint sealants 2.4.7Joint filler 2.1Materials for Forms 2.4.1Cementitious Materials

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03 30 00 2.4.6Vapor retarder 2.3.3Concrete Curing Materials 2.5Reinforcement 2.6.1Liquid Chemical Floor Hardener 2.4.5Admixtures 2.5.2Mechanical Reinforcing Bar

Connectors 2.2.1Waterstops 1.8.1Local/Regional Materials

SD-05 Design Data

2.3.1 G AEmix design

SD-06 Test Reports

1.6.1.1 G AEConcrete mix design

1.6.4.1Fly ash 1.6.4.1Pozzolan 1.6.4.2Ground granulated blast-furnace slag 2.4.3Aggregates

3.13.2.3 G AECompressive strength tests

3.13.2.4Air Content 3.13.2.1Slump Tests 2.4.2Water

SD-07 Certificates 2.5.1Reinforcing Bars 1.9Welder Qualifications

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03 30 00 1.6.3.1VOC Content for form release agents, curing compounds, and concrete penetrating sealers

1.6.3.2Material Safety Data Sheets 1.8.2Forest Stewardship Council

(FSC) Certification SD-08 Manufacturer’s Instructions

2.6.1Liquid Chemical Floor Hardener 2.3.3Curing Compound

04 20 00 SD-02 Shop Drawings

1.4.3 G AEDetail Drawings

SD-03 Product Data 1.2.1Local/Regional Materials 1.2.2Environmental Data

2.4.3 G AECement

2.11Insulation

1.6.2 G AECold Weather Installation

2.5 G AEWater-Repellant Admixture

SD-04 Samples

2.2 G AEConcrete Masonry Units (CMU)

2.3 G AEPrecast Concrete Items

1.4.2 G AEPortable Panel

SD-05 Design Data

2.4.4 GPre-mixed Mortar

1.2.4.1 GUnit Strength Method

SD-06 Test Reports

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04 20 00 3.22.1 GField Testing of Mortar

3.22.2 GField Testing of Grout

2.2.3 GFire-rated CMU

SD-07 Certificates 2.2Concrete Masonry Units (CMU) 2.7Anchors, Ties, and Bar

Positioners 2.12Expansion-Joint Materials 2.8Joint Reinforcement 2.3Precast Concrete Items 2.6.1Admixtures for Grout 2.11Insulation

SD-08 Manufacturer’s Instructions 2.4.3Masonry Cement

SD-10 Operation and Maintenance Data

1.2.3Plastic Identification 3.21.2Take-Back Program

05 12 00 SD-01 Preconstruction Submittals

1.5.1.1 G AEErection Drawings

SD-02 Shop Drawings

1.5.2 G AEFabrication drawings

SD-03 Product Data 2.6.2Shop primer 2.4.1Welding electrodes and rods 2.4.2Non-Shrink Grout

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05 12 00 SD-06 Test Reports 2.6.2Class B coating 2.3Bolts, nuts, and washers 3.7.2.1Direct Tension Indicator Washer

Inspection Reports SD-07 Certificates

2.2Steel 2.3Bolts, nuts, and washers 2.5Galvanizing 1.3AISC Fabrication Plant Quality

Certification 1.3AISC Erector Quality Certification 1.5.3.1Welding procedures and qualifications 2.4.1Welding electrodes and rods

05 21 00 SD-01 Preconstruction Submittals 1.3.2Welder Qualification

SD-02 Shop Drawings

1.3.1 GSteel Joist Framing

SD-05 Design Data

2.2 GDesign Calculations

SD-06 Test Reports 3.4Erection Inspection 3.4Welding Inspections

SD-07 Certificates 1.3.2Certification of Compliance

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05 30 00 SD-02 Shop Drawings

1.3.3 G AEFabrication Drawings

SD-03 Product Data 2.2Accessories 2.1Deck Units 2.1.5Galvanizing Repair Paint 2.2.13Mechanical Fasteners 2.1.5Touch-up Paint

SD-05 Design Data

2.1 G AEDeck Units

SD-07 Certificates 1.3.2.1Fire Safety 1.3.2.2Wind Storm Resistance 1.3.1Manufacturer's Certificate

05 50 13 SD-02 Shop Drawings

2.7 G AEsteel stairs

2.7 G AEsteel stairs

2.5 GHandrails

2.3 G AEFloor gratings

2.6 G AEangles and plates

SD-03 Product Data 2.3Floor gratings 2.4Guard Posts 2.5Handrails 2.7Steel stairs 2.7Steel stairs

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06 10 00 SD-03 Product Data 1.11.1Local/Regional Materials 1.8Fire-retardant treatment

SD-06 Test Reports 1.4.3Preservative-treated

SD-07 Certificates 1.11.3Forest Stewardship Council

(FSC) Certification 1.7Preservative treatment

SD-11 Closeout Submittals 1.11.1Local/Regional Materials 1.11.2Certified Wood 1.11.3Certified Wood

06 61 16 SD-02 Shop Drawings

3.1 G AEInstallation

SD-03 Product Data 2.1Solid polymer material 1.5.1Qualifications 2.3Fabrications 1.5.2Certification 1.5.2VOC Content

SD-04 Samples

2.1 GMaterial

2.3.5 G AECounter and Vanity Tops and

Window Sills SD-06 Test Reports

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06 61 16 2.1Solid polymer material SD-07 Certificates

2.3Fabrications 1.5.1Qualifications

SD-10 Operation and Maintenance Data

3.2Clean-up SD-11 Closeout Submittals

1.3LEED Documentation 07 21 13 SD-03 Product Data

2.1 G AEBlock or board insulation

2.2Pressure sensitive tape 2.3Protection board or coating 2.4Accessories 1.3Certification

SD-08 Manufacturer’s Instructions 2.1Block or Board Insulation 2.4.1Adhesive

07 21 16 SD-03 Product Data 2.1Blanket insulation 2.2Sill sealer insulation 2.3Accessories 1.3Certification

SD-08 Manufacturer’s Instructions 3.3.1Insulation

07 22 00 SD-03 Product Data

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07 22 00 2.2 G AEFasteners

2.1 G AEInsulation

1.4.2Certification 2.1.2Recycled materials 1.4.4Local/Regional Materials

SD-07 Certificates 1.3qualifications

SD-08 Manufacturer’s Instructions 2.2fasteners 2.1insulation

07 41 13 SD-02 Shop Drawings

2.1 G AERoof and Soffit Panels

1.4.5 G AEFlashing and Accessories

1.4.5 G AEGutter/Downspout Assembly

SD-03 Product Data

2.1 G AERoof and Soffit panels

1.4.5 G AEFactory-Applied Color Finish

1.7.2 G AEAccessories

2.4 G AEAccessories

1.4.5 G AEFasteners

2.7 G AEUnderlayments

2.8 G AEGaskets and Sealing/Insulating

Compounds SD-04 Samples

2.1 G AERoof and Soffit Panels

1.4.5 G AEFactory-applied Color Finish

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07 41 13 SD-05 Design Data

1.2.1.2 G AEWind Uplift Test Report

SD-06 Test Reports

1.2.1.1 G AELeakage Test Report

2.2 G AEFactory Finish and Color

Performance Requirements SD-07 Certificates

2.1 G AERoof and Soffit Panels

2.7.1 G AESelf-Adhering Modified Bitumen

Underlayment

1.4.1 G AEQualification of Manufacturer

1.4.2 G AEQualification of Applicator

SD-08 Manufacturer’s Instructions

2.6 GINSULATION

1.4.5 GINSTALLATION MANUAL

SD-09 Manufacturer’s Field Reports

3.10.1 GManufacturer's Field Inspection

Reports

SD-11 Closeout Submittals

1.8 G AEWarranties

3.11 GInformation Card

3.12 G AEDate Of Installation Wall-Mounted

Placard 07 60 00 SD-02 Shop Drawings

3.1.12 G AEExpansion joints

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07 60 00 3.1.10 G AEFascias

3.1.13 G AECopings

3.1.11 G AEDrip edge

SD-11 Closeout Submittals 3.5Quality Control Plan

07 84 00 SD-02 Shop Drawings

2.1 G AEFirestopping Materials

SD-06 Test Reports

3.3 GInspection

SD-07 Certificates 1.4.2Inspector Qualifications 2.1Firestopping Materials

1.4.1 GInstaller Qualifications

07 92 00 SD-03 Product Data 2.1Sealants 2.2Primers 2.3Bond breakers 2.4Backstops

SD-07 Certificates 3.3.6Sealant

08 11 13 SD-02 Shop Drawings

2.1 G AEDoors

2.1 G AEDoors

2.5 G AEFrames

2.5 G AEFrames

2.3Accessories

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08 11 13 2.7Weatherstripping SD-03 Product Data

2.1 G AEDoors

2.5 G AEFrames

2.3Accessories

08 51 13 SD-02 Shop Drawings

2.1 G AEWindows

1.10Fabrication Drawings

SD-03 Product Data

2.1 G AEWindows

2.2.8.1 G AEHardware

2.2.3 G AEFasteners

1.11 G AEWindow performance

2.3 G AEThermal-Barrier Windows

2.4 G AEMullions

2.2.10 G AEScreens

2.2.2 GWeatherstripping

2.2.8 GAccessories

2.2.4Adhesives 1.11.5Thermal performance 1.7.1Local/Regional Materials

SD-04 Samples 1.4.2.1Finish Sample

SD-05 Design Data

2.1 G AEStructural calculations for

deflection

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08 51 13 1.4.3 GDesign Analysis SD-06 Test Reports

1.4.5Minimum condensation resistance factor

1.4.5Resistance to forced entry SD-10 Operation and Maintenance Data

2.1 GWindows

1.7.2Plastic Identification

08 71 00 SD-02 Shop Drawings

1.3 G AEHardware schedule

2.3.5Keying system

SD-03 Product Data

2.3 G AEHardware items

SD-08 Manufacturer’s Instructions 3.1Installation

SD-10 Operation and Maintenance Data

1.3 GHardware Schedule

SD-11 Closeout Submittals

1.4Key Bitting 08 81 00 SD-02 Shop Drawings

3.2.3Installation SD-03 Product Data

1.7.1Insulating Glass 1.3.1Glazing Accessories

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08 81 00 1.6.1Local/Regional Materials SD-04 Samples

1.7.1Insulating Glass 2.1.4Fire/Safety Rated Glass

SD-07 Certificates 1.7.1Insulating Glass 2.1.4Fire/Safety Rated Glass 1.3.1Glazing Accessories

SD-08 Manufacturer’s Instructions 2.3Setting and sealing materials 3.2Glass setting

SD-11 Closeout Submittals 1.6.1Local/Regional Materials

08 91 00 SD-02 Shop Drawings

1.4 G AEWall louvers

1.5 G AEWall louvers

SD-03 Product Data

2.2 G AEMetal Wall Louvers

SD-04 Samples

1.4 G AEWall louvers

1.5 G AEWall louvers

09 06 90 SD-04 Samples

2.2 G AEColor Schedule

09 22 00 SD-02 Shop Drawings

2.1 G AEMetal support systems

09 24 23 SD-02 Shop Drawings

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09 24 23 3.3Lath SD-03 Product Data

3.6Proportions and Mixing SD-04 Samples

2.2Colored Stucco Finish Coat 1.4Sample Panel

SD-11 Closeout Submittals 1.2LEED Documentation

09 29 00 SD-03 Product Data 2.1.3Glass Mat Water-Resistant

Gypsum Tile Backing Board

2.1.7 G AEAccessories

1.3Certification 2.1.1Gypsum Board 2.1.6Adhesives 2.1.4Joint Treatment Materials 1.6.1Local/Regional Materials

SD-07 Certificates

2.1 GAsbestos Free Materials

SD-08 Manufacturer’s Instructions 2.1Material Safety Data Sheets

SD-10 Operation and Maintenance Data

2.1Manufacturer maintenance instructions

3.7Waste Management

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09 29 00 SD-11 Closeout Submittals 1.6.1Local/Regional Materials 2.1.1Gypsum Board 2.1.6Adhesives

09 30 13 SD-03 Product Data 1.4.1Local/Regional Materials

2.1 G AETile

2.1 G AETile

2.2 GSetting-Bed

2.4 G AEMortar, Grout, and Adhesive

SD-04 Samples

2.1 G AETile

2.1 GAccessories

2.1 GTransition Strips

2.4 G AEGrout

SD-07 Certificates 2.1Tile 2.4Mortar, Grout, and Adhesive

SD-08 Manufacturer’s Instructions 3.6Maintenance Instructions

SD-10 Operation and Maintenance Data

3.2 G AEInstallation

SD-11 Closeout Submittals

1.4.1Local/Regional Materials 1.2LEED Documentation

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 22 OF 83 PAGES

09 30 13 2.1Tile 2.4Adhesives

09 51 00 SD-02 Shop Drawings 1.2Approved Detail Drawings

SD-03 Product Data 1.4Certification

SD-04 Samples 2.1Acoustical Units 2.2Suspension System 2.1.1Acoustic Ceiling Tiles

SD-07 Certificates 2.1Acoustical Units 2.1.1Acoustic Ceiling Tiles

09 65 00 SD-03 Product Data 2.3Adhesives 2.1Wall Base 1.2.2Local/Regional Materials

SD-04 Samples

2.1 G AEWall Base

SD-10 Operation and Maintenance Data

2.1 GWall Base

SD-11 Closeout Submittals

1.3.1LEED Documentation 09 68 00 SD-02 Shop Drawings

3.4 GInstallation Drawings

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 23 OF 83 PAGES

09 68 00 2.4 GMoldings SD-03 Product Data

2.1 G AECarpet

2.4 GMoldings

2.1.1Physical Characteristics 1.2.1Local/Regional Materials 1.2.2Environmental Data

SD-04 Samples

2.1 G AECarpet

2.4 GMoldings

SD-06 Test Reports

3.2 GMoisture and Alkalinity Tests

SD-07 Certificates 2.1Carpet 1.5Regulatory Requirements

SD-08 Manufacturer’s Instructions 3.1Surface Preparation 3.4Installation

SD-10 Operation and Maintenance Data

2.1 GCarpet

3.5 GCleaning and Protection

SD-11 Closeout Submittals 1.3LEED Documentation 1.2.1Local/Regional Materials

09 90 00 SD-02 Shop Drawings

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 24 OF 83 PAGES

09 90 00 3.7Piping identification 3.7stencil

SD-03 Product Data 1.4.2Certification 1.9.1Local/Regional Materials 2.1Materials

2.1 G AECoating

2.1Manufacturer's Technical Data

Sheets SD-04 Samples

1.10 G AEColor

SD-07 Certificates

1.3Applicator's qualifications SD-10 Operation and Maintenance Data

2.1 GCoatings:

SD-11 Closeout Submittals

1.9.1Local/Regional Materials 2.1Materials

09 97 13.17 SD-05 Design Data

1.4.4.1 GEnvironmental Control System

1.4.4.2 G AEUse of Door Sheet Access Way

SD-06 Test Reports 1.4.5.1Metallic Abrasive Qualification

Test Reports 3.2.3Coating Sample Test Reports

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 25 OF 83 PAGES

09 97 13.17 3.2.4Abrasive Sample Test Reports 3.10.2.2Inspection Report Forms 3.10.2.3Daily Inspection Reports 1.4.5.2Recycled Metallic Abrasive Field

Test Reports (Daily and Weekly) SD-07 Certificates

1.4.1Contract Errors, Omissions, and Other Discrepancies

1.4.2.1Corrective Action Procedures

1.4.3 G AECoating Work Plan

1.4.6.1 G AEQualifications of Certified

Industrial Hygienist (CIH)

1.4.6.5 G AEQualifications Of Individuals

Performing Abrasive Blasting

1.4.6.2 G AEQualifications of Certified

Protective Coatings Specialist

(PCS)

1.4.6.3 G AEQualifications of Coating

Inspection Company

1.4.6.4 G AEQualifications of QC Specialist

Coating Inspector

1.4.6.6 G AEQualifications of Testing

Laboratory for Coatings

1.4.6.7 G AEQualifications of Testing

Laboratory for Abrasive

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 26 OF 83 PAGES

09 97 13.17 1.4.6.8 G AEQualifications of Coating Contractors

1.4.6.9 G AERoof Joint Sealant Materials

1.4.6.10Roof Joint Sealant Compatibility

1.4.6.11 G AEEpoxy Coating Materials

1.4.6.12 G AENon-metallic Abrasive

1.4.6.13 G AEMetallic Abrasive

SD-08 Manufacturer’s Instructions 1.5.1Roof Joint Sealant Instructions 1.5.2Coating System Instructions

SD-11 Closeout Submittals

3.7.6 GDisposal of Used Abrasive

3.10.2.4 GInspection Logbook

09 97 13.27 SD-05 Design Data

1.4.4.1 GContainment System

SD-06 Test Reports 1.4.5.1Joint Sealant Qualification Test

Reports

1.4.5.2 G AECoatings Qualification Test

Reports

1.4.5.3 G AEMetallic Abrasive Qualification

Test Reports

3.1.3 G AECoating Sample Test Reports

3.1.4 G AEAbrasive Sample Test Reports

3.8.2.2Inspection Report Forms 3.8.2.3Daily Inspection Reports

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 27 OF 83 PAGES

09 97 13.27 1.4.5.4Recycled Metallic Abrasive Field Test Reports (Daily and Weekly)

SD-07 Certificates 1.4.1Contract Errors, Omissions, and

Other Discrepancies 1.4.2.1Corrective Action Procedures

1.4.3 G AECoating Work Plan

1.4.6.1 G AEQualifications of Certified

Industrial Hygienist (CIH)

1.4.6.5 G AEQualifications Of Individuals

Performing Abrasive Blasting

1.4.6.2 G AEQualifications of Certified

Protective Coatings Specialist

(PCS)

1.4.6.3 G AEQualifications of Coating

Inspection Company

1.4.6.4 G AEQualifications of QC Specialist

Coating Inspector

1.4.6.6 G AEQualifications of Testing

Laboratory for Coatings

1.4.6.7Qualifications of Testing Laboratory for Abrasive

1.4.6.8 G AEQualifications of Coating

Contractors

1.4.6.9Joint Sealant Materials

1.4.6.10 G AECoating Materials

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 28 OF 83 PAGES

09 97 13.27 1.4.6.11Coating System Component Compatibility

1.4.6.12 G AENon-metallic Abrasive

1.4.6.13 G AEMetallic Abrasive

SD-08 Manufacturer’s Instructions 1.5.1Joint Sealant Instructions 1.5.2Coating System Instructions

SD-11 Closeout Submittals

3.5.6 GDisposal of Used Abrasive

3.8.2.4 GInspection Logbook

10 14 00.20 SD-02 Shop Drawings

1.4.2 G AEDetail Drawings

SD-03 Product Data

3.1 GInstallation

1.6 GWarranty

SD-04 Samples

1.4.1 G AEInterior Signage

1.6 G AEInterior Signage

SD-10 Operation and Maintenance Data

3.1 GApproved Manufacturer's

Instructions

3.1.2 GProtection and Cleaning

SD-11 Closeout Submittals

1.2.1LEED Documentation 10 14 01 SD-02 Shop Drawings

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 29 OF 83 PAGES

10 14 01 3.1 G AEApproved Detail Drawings SD-03 Product Data

2.1Modular Exterior Signage System 3.1Installation

1.2 G AEExterior Signage

1.2.1Wind Load Requirements

SD-04 Samples

1.2 G AEExterior Signage

SD-10 Operation and Maintenance Data

3.1.2Protection and Cleaning SD-11 Closeout Submittals

1.3.1LEED Documentation 10 26 13 SD-02 Shop Drawings

2.2 G AECorner Guards

SD-03 Product Data

2.2 G AECorner…