N6274222R1306_AMD0002_ALL.pdf

ACQR5898351

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

RFP N62742-22-R-1306

FY19 MCAF P-9030/PAF189030 APSI - CARGO PAD WITH TAXIWAY EXTENSION

FY19 MCAF P-9040/PAF189040 APSI - MAINTENANCE SUPPORT FACILITY

FY20 MCAF P-9010/PAF189010 APSI - FUEL TANKS WITH RECEIPT PIPELINE & HYDRANT SYSTEM

FY20 MCAF P-9021/PAF189021 APSI -AIRFIELD DEVELOPMENT PHASE 1 - ROADS

TINIAN INTERNATIONAL AIRPORT, TINIAN, CNMI

Continued on Page 2

1. CONTRACT ID CODE PAGE OF PAGES

1 3

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

16C. DATE SIGNED

BY 09-Feb-2022

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 N6274222R1306

X 9B. DATED (SEE ITEM 11)

07-Dec-2021

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 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

09-Feb-2022

CODE

NAVFAC PACIFIC

CONSTRUCTION CONTRACTS BR (CODE ACQ33)

258 MAKALAPA DR STE 100

PEARL HARBOR HI 96860-3134

N62742 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

N6274222R1306

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

The following have been added by full text:

DOCUMENT 00 73 00 – TABLE OF CONTENTS

At the end of the Table of Contents, add the following

1.7 NOTICE CONCERNING LABOR RATES

DOCUMENT 00 73 00 – SPECIAL CONTRACT REQUIREMENTS

Add the following paragraph at the end of the section:

1.7 NOTICE CONCERNING LABOR RATES

The Construction Wage Requirements statute (formerly known as the Davis-Bacon Act) will apply. The attached Mariana Islands General Wage Decision No. CM20220002, Modification No. 0, Publication Date 01/07/2022 will remain in effect for the duration of the project, unless modified.

Federal Acquisition Regulation (FAR) 22.404-6(c) requires incorporation of a wage determination received by the contracting office prior to award. If the contracting office receives a modification to the wage determination after receipt of proposals but prior award, at the discretion of the contracting officer, award of a contract resulting from this solicitation may be made without incorporation of the current wage determination prior to award and a modification will be issued after award to incorporate the wage determination effective as of the date of contract award.

SECTION 00 01 15 LIST OF DRAWINGS

PARA 1.2 CONTRACT DRAWINGS

1.2.1 Part B List of Drawings

The following drawings are revised and accompany this Amendment:

P-9010

NAVFAC

DWG NO.

DRAWING

SHEET NO.

CHANGE

NO.

TITLE

17256655 A-401 1 ENLARGED RESTROOM PLANS AND ACCESSORIES

17256656 A-402 1

ENLARGED MECHANICAL PLAN, ELEVATIONS,

SECTIONS

17230939 A-610 1 DOOR & WINDOW DETAILS & SCHEDULES

17256659 A-611 1 DOOR AND FRAME SCHEDULE

17230931 AE101 1 FLOOR PLAN

17256591 CS500 1 SITE DETAILS

17256666 I-601 1 SIGNAGE SCHEDULE AND DETAILS

17256667 I-630 1

FINISH MATERIAL LEGEND, ROOM FINISH

SCHEDULE, AND DETAILS

N6274222R1306

UPDATED SPEC SECTIONS

The following specification sections are revised and accompany this Amendment:

Front End

SPECIFICATION

SECTION

CHANGE

NO.

TITLE

01 11 00 1 SUMMARY OF WORK

P-9010

CHANGE

NO.

TITLE

PART D 1 SUBMITTAL REGISTER

09 67 23.13 1 STANDARD RESINOUS FLOORING

09 67 23.15 1 FUEL RESISTIVE RESINOUS FLOORING, 3-COAT

SYSTEM

P-9030

CHANGE

NO.

TITLE

33 16 15 1 WATER STORAGE STEEL TANKS

P-9040

CHANGE

NO.

TITLE

PART A - TOC 1 TABLE OF CONTENTS

PART C 1 SUBMITTAL REGISTER

32 31 13.53 1 HIGH-SECURITY CHAIN LINK FENCES AND

GATES

(End of Summary of Changes)

"General Decision Number: CM20220002 01/07/2022

Superseded General Decision Number: CM20210002

State: Mariana Islands

Construction Types: Building, Heavy, Highway and Residential

County: Mariana Islands Statewide.

Note: Contracts subject to the Davis-Bacon Act are generally required to pay at least the applicable minimum wage rate required under Executive Order 14026. Please note that this Executive Order applies to covered contracts entered into by the federal government that are subject to the Davis-Bacon Act itself, but does not apply to contracts subject only to the Davis-Bacon Related Acts, including those set forth at 29 CFR 5.1(a)(2)-(60).

If the contract is entered into on or after January 30, 2022, or the contract is renewed or extended (e.g., an option is exercised) on or after January 30, 2022, Executive Order 14026 generally applies to the contract. The contractor must pay all covered workers at least $15.00 per hour (or the applicable wage rate listed on this wage determination, if it is higher) for all hours spent performing on that contract in 2022.

The applicable Executive Order minimum wage rate will be adjusted annually. If this contract is covered by one of the Executive Orders and a classification considered necessary for performance of work on the contract does not appear on this wage determination, the contractor must still submit a conformance request.

Additional information on contractor requirements and worker protections under the Executive Orders is available at www.dol.gov/whd/govcontracts.

Modification Number Publication Date 0 01/07/2022

SUCM2019-001 02/13/2019

Rates Fringes

CARPENTER........................$ 7.25

ELECTRICIAN......................$ 7.25

Equipment Operator...............$ 7.25

Heavy Equipment Mechanic.........$ 7.25

Laborers:

Laborer I & II (Level 1 & 3)..........................$ 7.25 Laborer III (Level 5).......$ 7.25

Linemen..........................$ 7.25

MASON............................$ 7.25

Mechanic Automotive Mechanic.........$ 7.25

PAINTER..........................$ 7.25

PLUMBER..........................$ 7.25

Power Plant Mechanic.............$ 7.25

Power Plant Operator.............$ 7.25

REFRIGERATION MECHANIC...........$ 7.25

ROOFER...........................$ 7.25

Sheet metal workers..............$ 7.25

TRUCK DRIVER.....................$ 7.25

WELDERS - Receive rate prescribed for craft performing operation to which welding is incidental.

Note: Executive Order (EO) 13706, Establishing Paid Sick Leave for Federal Contractors applies to all contracts subject to the Davis-Bacon Act for which the contract is awarded (and any solicitation was issued) on or after January 1, 2017. If this contract is covered by the EO, the contractor must provide employees with 1 hour of paid sick leave for every 30 hours they work, up to 56 hours of paid sick leave each year.

Employees must be permitted to use paid sick leave for their own illness, injury or other health-related needs, including preventive care; to assist a family member (or person who is like family to the employee) who is ill, injured, or has other health-related needs, including preventive care; or for reasons resulting from, or to assist a family member (or person who is like family to the employee) who is a victim of, domestic violence, sexual assault, or stalking. Additional information on contractor requirements and worker protections under the EO is available at www.dol.gov/whd/govcontracts.

Unlisted classifications needed for work not included within the scope of the classifications listed may be added after award only as provided in the labor standards contract clauses (29CFR 5.5 (a) (1) (ii)).

The body of each wage determination lists the classification and wage rates that have been found to be prevailing for the cited type(s) of construction in the area covered by the wage determination. The classifications are listed in alphabetical order of ""identifiers"" that indicate whether the particular rate is a union rate (current union negotiated rate for local), a survey rate (weighted average rate) or a union average rate (weighted union average rate).

Union Rate Identifiers

A four letter classification abbreviation identifier enclosed in dotted lines beginning with characters other than ""SU"" or ""UAVG"" denotes that the union classification and rate were prevailing for that classification in the survey. Example:

PLUM0198-005 07/01/2014. PLUM is an abbreviation identifier of the union, which prevailed in the survey for this classification, which in this example would be Plumbers 0198 indicates the local union number or district council number where applicable, i.e., Plumbers Local 0198. The next number, 005 in the example, is an internal number used in processing the wage determination. 07/01/2014 is the effective date of the most current negotiated rate, which in this example is July 1, 2014.

Union prevailing wage rates are updated to reflect all rate changes in the collective bargaining agreement (CBA) governing this classification and rate.

Survey Rate Identifiers

Classifications listed under the ""SU"" identifier indicate that no one rate prevailed for this classification in the survey and the published rate is derived by computing a weighted average rate based on all the rates reported in the survey for that classification. As this weighted average rate includes all rates reported in the survey, it may include both union and non-union rates. Example: SULA2012-007 5/13/2014. SU indicates the rates are survey rates based on a weighted average calculation of rates and are not majority rates. LA indicates the State of Louisiana. 2012 is the year of survey on which these classifications and rates are based. The next number, 007 in the example, is an internal number used in producing the wage determination. 5/13/2014 indicates the survey completion date for the classifications and rates under that identifier.

Survey wage rates are not updated and remain in effect until a new survey is conducted.

Union Average Rate Identifiers

Classification(s) listed under the UAVG identifier indicate that no single majority rate prevailed for those classifications; however, 100% of the data reported for the classifications was union data. EXAMPLE: UAVG-OH-0010 08/29/2014. UAVG indicates that the rate is a weighted union average rate. OH indicates the state. The next number, 0010 in the example, is an internal number used in producing the wage determination. 08/29/2014 indicates the survey completion date for the classifications and rates under that identifier.

A UAVG rate will be updated once a year, usually in January of each year, to reflect a weighted average of the current negotiated/CBA rate of the union locals from which the rate is based.

WAGE DETERMINATION APPEALS PROCESS

1.) Has there been an initial decision in the matter? This can be:

* an existing published wage determination

* a survey underlying a wage determination

* a Wage and Hour Division letter setting forth a position on a wage determination matter

* a conformance (additional classification and rate) ruling

On survey related matters, initial contact, including requests for summaries of surveys, should be with the Wage and Hour Division National Office Branch of Wage Surveys. If the response from this initial contact is not satisfactory, then the process described in 2.) and 3.) should be followed.

With regard to any other matter not yet ripe for the formal process described here, initial contact should be with the Branch of Construction Wage Determinations. Write to:

Branch of Construction Wage Determinations Wage and Hour Division U.S. Department of Labor 200 Constitution Avenue, N.W.

Washington, DC 20210

2.) If the answer to the question in 1.) is yes, then an interested party (those affected by the action) can request review and reconsideration from the Wage and Hour Administrator (See 29 CFR Part 1.8 and 29 CFR Part 7). Write to:

Wage and Hour Administrator U.S. Department of Labor 200 Constitution Avenue, N.W.

Washington, DC 20210

The request should be accompanied by a full statement of the interested party's position and by any information (wage payment data, project description, area practice material, etc.) that the requestor considers relevant to the issue.

3.) If the decision of the Administrator is not favorable, an interested party may appeal directly to the Administrative Review Board (formerly the Wage Appeals Board). Write to:

Administrative Review Board U.S. Department of Labor 200 Constitution Avenue, N.W.

Washington, DC 20210

4.) All decisions by the Administrative Review Board are final.

END OF GENERAL DECISION"

Tinian Divert Projects PART B: P-9030, PART C: P-9040 1581694 1581706 Tinian, CNMI PART D: P-9010, PART E: P-9021 1620531 1607709

SECTION 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1.1 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for Contractor Quality Control approval. Submit the following in accordance with Section 01 33 00

SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Salvage Plan

1.2 WORK COVERED BY CONTRACT DOCUMENTS

1.2.1 Project Description

1.2.1.1 FY19 P9030 - APSI Cargo Pad with Taxiway Extension

The work includes constructing a Cargo Pad with a Taxiway Extension at Tinian, Commonwealth of the Northern Mariana Islands (CNMI). The APSI Cargo Pad includes paved areas for aircraft parking, servicing, and loading. Work also includes providing water well, pump station, water storage, and primary electrical feeder.

Site preparation includes earthwork, rock removal, clearing and grubbing, demolition, site improvements, pavements, utilities, environmental remediation, archaeological monitoring, explosive safety monitoring, and incidental related work.

1.2.1.2 FY19 P9040 - APSI Maintenance Support Facility

The work includes constructing a maintenance support facility with a slab on grade foundation, cast in place, tilt up or pre-cast concrete walls with typhoon shutters and a cast in place or pre-cast concrete roof. The facility must be able to withstand 190-mile per hour winds for structural elements and Seismic Zone 3 design criteria.

Site preparation includes site improvements, pavements, utilities, environmental remediation, archaeological monitoring, explosive safety monitoring as well, and incidental related work.

1.2.1.3 FY20 P9010 - APSI Fuel Tanks with Receipt Pipeline & Hydrant System

The work includes the construction of a new jet fuel system including harbor fuel receipt, pipeline, fuel storage, and high flow rate fuel delivery to parking apron hydrants as well as to truck stands. Fuel storage tanks include three 73 MBBL (11,606 m3) aboveground storage tank (AST)two 10,000 BBL Cut and Cover Tanks. The system will also include carbon steel pipelines, additization station, seaport pump station, cargo staging area with biosecurity control, operational pump station at airport, truck fillstands, fire protection, spill control facility, emergency generators, and parking for fuel-related vehicles. The project will include all

SECTION 01 11 00 Page 1 Amendment 0002 1/28/2022 necessary supporting facilities for a complete and usable facility including electrical, mechanical, HVAC, communications, area lighting and structural work for full and complete operations.

Site preparation includes earthwork, rock removal, clearing and grubbing, demolition, site improvements, pavements, utilities, environmental remediation, archaeological monitoring, explosive safety monitoring, and incidental related work.

1.2.1.4 FY20 P9021 -

The work includes the repair of P-9021 APSI offsite roadways construction haul route roadways on the island of Tinian; Broadway Road, 42nd Street, and 8th Avenue, as shown on the drawings. The work also includes all within the construction easement to include grading, drainage, shoulder work necessary for positive drainage.

Site preparation includes earthwork, rock removal, clearing and grubbing, demolition, site improvements, pavements, utilities, environmental remediation, archaeological monitoring, explosive safety monitoring, and incidental related work.

1.2.2 Location

The work is located at the Tinian International Airport and San Jose Village, approximately as indicated. The exact location will be shown by the Contracting Officer.

1.3 OCCUPANCY OF PREMISES

Buildings will be occupied in the area surrounding the project during performance of work under this Contract.

Before work is started, arrange with the Contracting Officer a sequence of procedure, means of access, space for storage of materials and equipment, and use of approaches, corridors, and stairways.

1.4 EXISTING WORK

In addition to "FAR 52.236-9, Protection of Existing Vegetation, Structures, Equipment, Utilities, and Improvements":

a. Remove or alter existing work in such a manner as to prevent injury or damage to any portions of the existing work which remain.

b. Repair or replace portions of existing work which have been altered during construction operations to match existing or adjoining work, as approved by the Contracting Officer. At the completion of operations, existing work must be in a condition equal to or better than that which existed before new work started.

1.5 LOCATION OF UNDERGROUND UTILITIES

Obtain digging permits prior to start of excavation, and comply with Installation requirements for locating and marking underground utilities.

Verify existing utility locations indicated on contract drawings, within area of work.

Identify and mark all other utilities not managed and located by the local

SECTION 01 11 00 Page 2 utility companies. Scan the construction site with Ground Penetrating Radar (GPR), electromagnetic, or sonic equipment, and mark the surface of the ground or paved surface where existing underground utilities are discovered. Verify the elevations of existing piping, utilities,and any type of underground or encased obstruction not indicated, or specified to be removed, that is indicated or discovered during scanning, in locations to be traversed by piping, ducts, and other work to be conducted or installed. Verify elevations before installing new work closer than nearest manhole or other structure at which an adjustment in grade can be made.

1.5.1 Notification Prior to Excavation

Notify the Contracting Officer at least 15 calendar days prior to starting excavation work.

1.6 IT&E/telecomm/access control/IDS COORDINATION REQUIREMENTS

1.6.1 IT&E/telecomm/access control/IDS Contractor Access

Allow the IT&E/telecomm/access control/IDS Contractor access to the facility towards the end of construction (finishes 90 percent complete, rough-in 100 percent complete, Inside Plant (ISP)/Outside Plant (OSP) infrastructure in place) to provide equipment in the telecommunications rooms and make final connections. Coordinate efforts with the IT&E/telecomm/access control/IDS Contractor to facilitate joint use of building spaces during the final phases of construction. After the Contracting Officer has facilitated coordination meetings between the two contractors, within one week, incorporate the effort of additional coordination with the IT&E/telecomm/access control/IDS Contractor into the construction schedule to demonstrate a plan for maintaining the contract duration.

1.7 SALVAGE MATERIAL AND EQUIPMENT

Fencing, fencing posts, soil and other items designated by the Contracting Officer to be salvaged remain the property of the Government. Segregate, itemize, deliver and off-load the salvaged property at the Government designated storage area.

Provide a salvage plan, listing material and equipment to be salvaged, and their storage location. Maintain property control records for material or equipment designated as salvage. Use a system of property control that is approved by the Contracting Officer. Store and protect salvaged materials and equipment until disposition by the Contracting Officer.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

-- End of Section --

SECTION 01 11 00 Page 3

SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 1 OF 95 PAGES

PART D: FY20 P-9010 APSI Fuel Tanks with Receipt Pipeline, Tinian

02 41 00 SD-01 Preconstruction Submittals

1.2.1 GDemolition Plan

1.10Existing Conditions

SD-07 Certificates

1.6 GNotification

03 30 00 SD-01 Preconstruction Submittals

1.6.3.1Concrete Curing Plan

1.6.5 GQuality Control Plan

1.6.6 GQuality Control Personnel

Certifications

1.6.6Quality Control Organizational

Chart

1.6.8 GLaboratory Accreditation

1.6.2.1 GForm Removal Schedule

3.3.8Maturity Method Data

SD-02 Shop Drawings

1.6.2.1Formwork

1.6.2.2 GReinforcing Steel

SD-03 Product Data

2.4.4Joint Sealants

2.4.3Joint Filler

2.1Formwork Materials

2.3.1Cementitious Materials

2.4.1Concrete Curing Materials

2.6Reinforcement

2.3.4Admixtures

SUBMITTAL REGISTER

CONTRACT NO.

TITLE AND LOCATION CONTRACTOR

CONTRACTOR:

SCHEDULE DATES

CONTRACTOR

ACTION

APPROVING AUTHORITY

A C T I V I T Y

N O

T R A N S M I T T A L

N O

S P E C

S E C T

DESCRIPTION

ITEM SUBMITTED

P A R A G R A P H

C L A S S I F I C A T I O N

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AUTH REMARKS

(a) (b) (c) (d) (e) (f) (g) (h) (i) (j) (k) (l) (m) (n) (o) (p) (q) (r)

AMENDMENT 0002

SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 2 OF 95 PAGES

03 30 00 2.6.2Mechanical Reinforcing Bar

Connectors

2.2.2Waterstops

2.2.3Biodegradable Form Release

Agent

1.6.3.2Pumping Concrete

2.4.2Nonshrink Grout

SD-05 Design Data

1.6.1.2 GConcrete Mix Design

1.6.1.1Formwork Calculations

SD-06 Test Reports

1.6.1.2 GConcrete Mix Design

1.6.4.1Fly Ash

1.6.4.1Pozzolan

1.6.4.2Slag Cement

1.6.4.3Aggregates

3.13.2.3 GCompressive Strength Tests

3.13.2.5Unit Weight of Structural

Concrete

3.13.2.6Chloride Ion Concentration

3.13.2.4Air Content

3.13.2.1Slump Tests

2.3.2Water

SD-07 Certificates

2.6.1Reinforcing Bars

1.8Welder Qualifications

SUBMITTAL REGISTER

CONTRACT NO.

TITLE AND LOCATION CONTRACTOR

CONTRACTOR:

SCHEDULE DATES

CONTRACTOR

ACTION

APPROVING AUTHORITY

A C T I V I T Y

N O

T R A N S M I T T A L

N O

S P E C

S E C T

DESCRIPTION

ITEM SUBMITTED

P A R A G R A P H

C L A S S I F I C A T I O N

G O V T

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AUTH REMARKS

SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 3 OF 95 PAGES

03 30 00 1.6.3.3VOC Content for Form Release

Agents, Curing Compounds, and

Concrete Penetrating Sealers

1.6.3.4Safety Data Sheets

1.6.6.2Field Testing Technician and

Testing Agency

SD-08 Manufacturer’s Instructions

2.4.4Joint Sealants

2.4.1Curing Compound

04 20 00 SD-02 Shop Drawings

3.3.2.1Cut CMU

3.4.1.1Detail Drawings

SD-03 Product Data

1.5.1Hot Weather Procedures

2.4.1.1Cementitious Materials

SD-04 Samples

2.2.2.2Concrete Masonry Units (CMU)

2.4.1.3Admixtures for Masonry Mortar

2.6.2Anchors, Ties, and Bar

Positioners

SD-05 Design Data

2.1.2Masonry Compressive Strength

3.2.4Bracing Calculations

SD-06 Test Reports

3.6.1.1Field Testing of Mortar

3.6.1.2Field Testing of Grout

SUBMITTAL REGISTER

CONTRACT NO.

TITLE AND LOCATION CONTRACTOR

CONTRACTOR:

SCHEDULE DATES

CONTRACTOR

ACTION

APPROVING AUTHORITY

A C T I V I T Y

N O

T R A N S M I T T A L

N O

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 4 OF 95 PAGES

04 20 00 SD-07 Certificates

1.3.1Special Masonry Inspector

Qualifications

2.2.2.2Concrete Masonry Units (CMU)

2.2.3Precast Concrete Units

2.4.1.1Cementitious Materials

2.4.1.3Admixtures for Masonry Mortar

2.4.2.2Admixtures for Grout

2.6.2Anchors, Ties, and Bar

Positioners

SD-08 Manufacturer’s Instructions

2.4.1.3Admixtures for Masonry Mortar

2.4.2.2Admixtures for Grout

05 12 00 SD-01 Preconstruction Submittals

1.4.1.1 GErection Drawings

SD-02 Shop Drawings

1.4.2 GFabrication Drawings

SD-03 Product Data

2.4.1Welding Electrodes and Rods

2.4.2Non-Shrink Grout

SD-06 Test Reports

2.3Bolts, Nuts, and Washers

3.6.1.2Weld Inspection Reports

3.6.2.1Bolt Testing Reports

3.6.3Embrittlement Test Reports

SD-07 Certificates

SUBMITTAL REGISTER

CONTRACT NO.

TITLE AND LOCATION CONTRACTOR

CONTRACTOR:

SCHEDULE DATES

CONTRACTOR

ACTION

APPROVING AUTHORITY

A C T I V I T Y

N O

T R A N S M I T T A L

N O

S P E C

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 5 OF 95 PAGES

05 12 00 2.2Steel

2.3Bolts, Nuts, and Washers

2.5Galvanizing

1.3AISC Structural Steel Fabricator

Quality Certification

1.3AISC Structural Steel Erector

Quality Certification

1.4.3.1Welding Procedures and

Qualifications

2.4.1Welding Electrodes and Rods

3.6.1.1Certified Welding Inspector

3.6.1.2NDT Technician

3.4Welding Procedure Specifications

(WPS)

1.4.3.2Overhead, Top Running Crane

Rail Beam

05 40 00 SD-02 Shop Drawings

1.6.1 GFraming Components

SD-03 Product Data

2.1Studs,

2.1 SRecycled Content of Steel

Products

SD-05 Design Data

1.6.2 GMetal Framing Calculations

SD-07 Certificates

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05 40 00 1.4Load-Bearing Cold-Formed Metal

Framing

3.1.1Welds

05 50 13 SD-02 Shop Drawings

2.8 GStructural Steel Door Frames

2.3 GFloor Gratings

2.4 GBollards

2.5 GAngles and Plates

SD-03 Product Data

2.3 GFloor Gratings

2.8 GStructural Steel Door Frames

05 51 00 SD-02 Shop Drawings

2.1 GIron and Steel Hardware

2.1 GSteel Shapes, Plates, Bars, and

Strips

2.2.1 GMetal Stair System

SD-03 Product Data

2.4.1 GStructural-Steel Plates, Shapes, and Bars

2.4.2 GStructural-Steel Tubing

2.4.3 GHot-Rolled Carbon Steel Bars

2.3.2 GConcrete Inserts

2.2.3 GProtective Coating

2.3.1 GSteel Stairs

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1.3.1 GWelding Procedures

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05 51 00 1.3.1 GWelder Qualification

SD-08 Manufacturer’s Instructions

2.4.1 GStructural-Steel Plates, Shapes, and Bars

2.4.2 GStructural-Steel Tubing

2.4.3 GHot-Rolled Carbon Steel Bars

2.2.3 GProtective Coating

05 51 33 SD-02 Shop Drawings

2.3Ladders

SD-03 Product Data

2.3Ladders

2.3.2Ladder Safety Devices

SD-07 Certificates

1.3Fabricator Certification for Ladder

Assembly

05 52 00 SD-02 Shop Drawings

3.2 GIron and Steel Hardware

3.2 GSteel Shapes, Plates, Bars and

Strips

SD-03 Product Data

2.2.1 GStructural-Steel Plates, Shapes, and Bars

2.2.2 GStructural-Steel Tubing

2.1.2 GProtective Coating

2.2.5 GSteel Railings and Handrails

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05 52 00 1.3.1 GWelder Qualification

05 59 10 SD-01 Preconstruction Submittals

2.6.2 GAssembly Tests

3.3 GAcceptance Testing

SD-02 Shop Drawings

1.4.3 GDetail Drawings

SD-03 Product Data

2.1.7 GWheel Assemblies

1.4.3 GMaterials List

2.4 GWelding

2.4.2 GWelding of Aluminum

2.4.4 GSteel Welding Repairs

SD-07 Certificates

1.4.1Welder Qualifications

2.4.2Welding of Aluminum

07 05 23 SD-01 Preconstruction Submittals

1.4 GWork Plan

SD-03 Product Data

2.2 GThermal Imaging Camera

SD-07 Certificates

1.6.1.1Pressure Test Agency

1.6.1.2Thermographer Qualifications

1.6.2Test Instruments

1.6.2Date Of Last Calibration

SD-06 Test Reports

3.5 GPressure Test Procedures

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 9 OF 95 PAGES

07 05 23 3.5.8 GAir Leakage Test Report

3.6.4 GDiagnostic Test Report

07 12 00 SD-03 Product Data

1.3 GManufacturer's Standard Details

2.7 GProtection Board

2.4 GMembrane Fabric

SD-07 Certificates

2.4 GMembrane Fabric

2.7 GProtection Board

SD-08 Manufacturer’s Instructions

3.3.5.1Installation Instructions

SD-11 Closeout Submittals

2.1.1Volatile Organic Compounds

(VOC) Contents

2.1.2Recycled Content

07 13 53 SD-03 Product Data

1.3Manufacturer's Standard Details

2.1Elastomeric Waterproofing Sheet

Material

2.3Protection Board

1.4Primers, Adhesives, and Mastics

2.1Primers, Adhesives, and Mastics

SD-06 Test Reports

2.1Elastomeric Waterproofing Sheet

Material

3.6Field Quality Control

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07 13 53 3.7Protective Covering

SD-07 Certificates

2.1Elastomeric Waterproofing Sheet

Material

1.4Primers, Adhesives, and Mastics

2.1Primers, Adhesives, and Mastics

1.4Protective Coverings

1.7Special Warranties

1.7Special Warranties

SD-08 Manufacturer’s Instructions

1.4Primers, Adhesives, and Mastics

2.1Primers, Adhesives, and Mastics

07 21 16 SD-03 Product Data

2.1Blanket Insulation

2.1.2 SRecycled Content for Insulation

Materials

2.2Pressure Sensitive Tape

2.3Accessories

SD-08 Manufacturer’s Instructions

3.2.1Insulation

07 27 10.00 10 SD-06 Test Reports

1.7 GDesign Review Report

3.1.2 GTesting and Inspection

SD-07 Certificates

1.6 GAir Barrier Inspector

07 27 36 SD-01 Preconstruction Submittals

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 11 OF 95 PAGES

07 27 36 1.10.1 GQualification of Manufacturer

1.10.2 GQualification of Installer

1.11 GQuality Control Plan

1.11 GSafety Plan

1.9.1 GFire Prevention Plan

1.9.2 GRespirator Plan

SD-02 Shop Drawings

1.5Spray Foam Air Barrier

1.11 GFoam Air Barrier System

1.5.1 GFire-Rated Assemblies

SD-03 Product Data

2.1.2 GClosed Cell

2.2 GPrimers, Adhesives, and Mastics

2.3 GSealants

1.5.2 GSafety Data Sheets

2.1.1 GThermal Barrier Materials

SD-04 Samples

1.5 GSpray Foam Air Barrier

SD-06 Test Reports

1.5.4 GField Peel Adhesion Test

3.4.5.1 GThermographic Test

1.8 GAir Barrier Test

1.5.3 GPrimers

1.5.4 GFire-Ratings Of Thermal Barrier

Materials

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 12 OF 95 PAGES

07 27 36 1.5.4 GFlame Spread And Smoke

Developed Index Ratings Of SPF

Products

1.5.4 GFlame Propagation Of Wall

Assemblies

3.4.1 GSite Inspections

SD-07 Certificates

2.1.2 GClosed cell

1.10.1 GQualification of Manufacturer

1.10.2 GQualification of Installer

SD-08 Manufacturer’s Instructions

1.6.1 GSPF Handling, Storage, and

Spray Procedures

3.2.1 GSubstrate Preparation

1.5.1 GThermal Barrier

2.2 GPrimers, Adhesives, and Mastics

SD-09 Manufacturer’s Field

Reports

1.11Core Samples

3.3.3Daily Work Record

3.4.5Visual Inspection and Thermal

Scanning

07 57 12 SD-03 Product Data

2.2Protective Elastomeric Silicone

Coating

2.3Primer

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 13 OF 95 PAGES

07 57 12 2.5Sealants

2.4Mineral granules

SD-04 Samples

1.4.4Elastomeric silicone roofing and wall systems mock-up

1.4.5Sample warranty

SD-07 Certificates

1.4.1Qualification of Manufacturer

1.4.2Qualification of Applicator

SD-08 Manufacturer’s Instructions

2.2Protective Coating

2.1.3Manufacturer's Application

Instructions

SD-11 Closeout Submittals

1.11Warranty

3.12Information Card

07 60 00 SD-02 Shop Drawings

2.2.1 GExposed Sheet Metal

3.1.6 GDownspouts

3.1.7 GSplash Pans

3.1.8 GCopings

2.1 SRecycled Content

SD-04 Samples

1.4.2 GFinish Samples

SD-08 Manufacturer’s Instructions

1.4.3 GInstructions for Installation

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07 60 00 3.5 GQuality Control Plan

SD-10 Operation and Maintenance

Data

1.4.3 GCleaning and Maintenance

07 84 00 SD-02 Shop Drawings

2.1Firestopping System

SD-03 Product Data

2.2Firestopping Materials

SD-06 Test Reports

3.3 GInspection

SD-07 Certificates

2.2Firestopping Materials

1.5.1Installer Qualifications

1.5.2 GQuality Control Fire Protection

Engineer

07 92 00 SD-03 Product Data

2.1 GSealants

2.2 GPrimers

2.3 GBond Breakers

2.4 GBackstops

SD-07 Certificates

2.1.1 SIndoor Air Quality For Interior

Sealants

08 11 14 SD-02 Shop Drawings

2.1.2 GDoors

2.1.2 GDoors

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08 11 14 2.2Accessories

SD-03 Product Data

2.1.2 GDoors

2.2Accessories

SD-05 Design Data

2.1.2 GDesign Calculations

SD-11 Closeout Submittals

1.5 GTest Reports

1.4 GWarranty

08 11 16 SD-02 Shop Drawings

1.5.1 GDoor and Frame Assembly

SD-03 Product Data

1.5.1 GDoor and Frame Assembly

SD-04 Samples

1.5.2 GFinish Samples

SD-05 Design Data

1.2.1 GCalculations

SD-06 Test Reports

1.2.3 GAir Infiltration

1.2.4 GWater Penetration

SD-07 Certificates

1.2.5 GNFRC Project Label Certificates

for Fenestration

SD-08 Manufacturer’s Instructions

1.5.1 GDoor and Frame Assembly

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 16 OF 95 PAGES

08 11 16 SD-10 Operation and Maintenance

Data

1.5.3 GAdjustments, Cleaning, and

Maintenance

SD-11 Closeout Submittals

1.2.5 GNFRC Project Label Certificates

for Fenestration

08 36 13 SD-02 Shop Drawings

2.2 GDoors

SD-03 Product Data

2.2 GDoors

2.6 GElectric operators

SD-08 Manufacturer’s Instructions

2.2Doors

SD-10 Operation and Maintenance

Data

2.2 GDoors

08 51 13 SD-02 Shop Drawings

2.1 GWindows

1.10Fabrication Drawings

SD-03 Product Data

2.1 GWindows

2.2.6.1 GHardware

2.2.3 GFasteners

1.11 GWindow Performance

2.3 GThermal-Barrier Windows

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08 51 13 2.4 GWindow Cleaners' Bolts

2.2.2 GWeatherstripping

2.2.6 GAccessories

2.2.4Adhesives

1.11.4 GThermal Performance

SD-04 Samples

1.4.2.1Finish Sample

1.4.2.2Window Sample

SD-05 Design Data

2.1 GStructural Calculations for

Deflection

SD-06 Test Reports

1.4.4Minimum Condensation

Resistance Factor

SD-10 Operation and Maintenance

Data

2.1 GWindows

1.7Plastic Identification

08 51 23 SD-02 Shop Drawings

2.2Windows

SD-03 Product Data

2.1.1Steel Framing Materials

2.1.1 SRecycled Content for Steel

Framing Materials

2.6.2Fasteners

2.6Accessories

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 18 OF 95 PAGES

08 51 23 SD-04 Samples

2.7.1 GColor Coating

2.2Windows

SD-06 Test Reports

1.3.1Air Infiltration

1.3.1Water Infiltration

SD-10 Operation and Maintenance

Data

2.2 GWindows

08 71 00 SD-02 Shop Drawings

1.3 GManufacturer's Detail Drawings

1.3 GVerification of Existing Conditions

1.5 GHardware Schedule

2.3.5 GKeying System

SD-03 Product Data

2.3 GHardware Items

SD-08 Manufacturer’s Instructions

3.1Installation

SD-10 Operation and Maintenance

Data

1.5 GHardware Schedule

SD-11 Closeout Submittals

1.6.1Key Bitting

08 81 00 SD-03 Product Data

1.7.1Fire Rated Insulating Glass Units

2.1.2Tempered Glass

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 19 OF 95 PAGES

08 81 00 1.3Glazing Accessories

SD-07 Certificates

1.7.1Fire Rated Insulating Glass Units

1.3Glazing Accessories

SD-08 Manufacturer’s Instructions

2.3Setting and Sealing Materials

3.2Glass Setting

08 91 00 SD-02 Shop Drawings

1.4Wall louvers

1.5Wall louvers

SD-03 Product Data

2.2Metal Wall Louvers

SD-04 Samples

1.4 GWall louvers

1.5 GWall louvers

09 22 00 SD-02 Shop Drawings

2.1 GMetal Support Systems

SD-03 Product Data

2.1Metal Support Systems

09 29 00 SD-03 Product Data

2.1.5Accessories

2.1.1Gypsum Board

SD-07 Certificates

2.1 GAsbestos Free Materials

SD-08 Manufacturer’s Instructions

2.1Safety Data Sheets

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 20 OF 95 PAGES

09 29 00 SD-10 Operation and Maintenance

Data

2.1Manufacturer Maintenance

Instructions

09 30 10 SD-02 Shop Drawings

3.2Detail Drawings

SD-03 Product Data

2.1.1Porcelain Tile

2.1.1Recycled Content for Porcelain

Tile

2.2Mortar, Grout, and Adhesive

SD-04 Samples

2.1Tile

2.1 GTransition Strips

2.4 GTransition Strips

2.2.3 GGrout

SD-07 Certificates

2.2.6Indoor Air Quality for Sealants

SD-08 Manufacturer’s Instructions

3.7Maintenance Instructions

SD-10 Operation and Maintenance

Data

3.2Installation

09 51 00 SD-02 Shop Drawings

2.1Approved Detail Drawings

SD-03 Product Data

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 21 OF 95 PAGES

09 51 00 2.3Recycled Content for Suspension

Systems

SD-04 Samples

2.2Acoustical Units

SD-06 Test Reports

2.1.1Ceiling Attenuation Class and

Test

09 65 00 SD-02 Shop Drawings

2.8 GResilient Flooring and

Accessories

SD-03 Product Data

2.8 GResilient Flooring and

Accessories

2.4Adhesives

2.1Luxury Vinyl Tile

2.1 SRecycled content for Luxury Vinyl

Tile

2.2Wall Base

SD-04 Samples

2.8 GResilient Flooring and

Accessories

SD-06 Test Reports

3.3 GMoisture, Alkalinity and Bond

Tests

SD-07 Certificates

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 22 OF 95 PAGES

09 65 00 2.1 SIndoor Air Quality for Luxury Vinyl

Tile

2.2 SIndoor Air Quality for Wall Base

2.4 SIndoor Air Quality for Adhesives

SD-08 Manufacturer’s Instructions

3.2 GSurface Preparation

3.1 GInstallation

SD-10 Operation and Maintenance

Data

2.8 GResilient Flooring and

Accessories

09 67 23.13 SD-02 Shop Drawings

2.1Installation Drawings

2.1Fabrication Drawings

SD-03 Product Data

1.2.2Manufacturer's Catalog Data

SD-04 Samples

1.5.3Hardboard Mounted Epoxy

Flooring

3.1.4Floor Topping

1.5.1Mockups

SD-05 Design Data

1.2.3Design Mix Data

SD-07 Certificates

1.5.2Listing of Product Installations

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 23 OF 95 PAGES

09 67 23.13 1.5Referenced Standards

Certificates

SD-11 Closeout Submittals

1.6Warranty

09 67 23.15 SD-03 Product Data

2.1Joint Sealant

2.2Thin Film Flooring System

2.3White Aluminum Oxide Non-Skid

Grit

SD-05 Design Data

1.3.3.1Environmental Control System

SD-06 Test Reports

1.3.4.1Joint Sealant Test Report

2.2.1Primer Coat

2.2.2Urethane Topcoat

2.3White Aluminum Oxide Non-Skid

Grit

1.7Patch Test Demonstration

1.3.4.2Daily Inspection Report

3.9.3Adhesion Testing

SD-07 Certificates

1.3.2Coating Work Plan

1.3.5.5Joint Sealant Certificates

1.3.5.6Thin Film Flooring System

Certificates

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 24 OF 95 PAGES

09 67 23.15 1.3.5.1Qualifications of Certified

Industrial Hygienist (CIH)

1.3.1Qualifications of Certified

Protective Coatings Specialist

(PCS)

1.3.5.2Qualifications of Coating

Inspection Company

1.3.5.3Qualifications of QC Specialist

Coating Inspector

1.3.5.4Qualifications of Coating

Contractors

1.8Warranty

SD-08 Manufacturer’s Instructions

1.3.6.1Joint Sealant Manufacturer's

Instructions

1.3.6.2Thin Film Flooring System

Manufacturer's Instructions

1.3.6.3Water-Based Alkaline Degreaser

SD-11 Closeout Submittals

3.9.2.2Inspection Logbook

09 90 00 SD-02 Shop Drawings

3.9Piping Identification

SD-03 Product Data

2.1 GCoating

SD-04 Samples

1.10 GColor

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 25 OF 95 PAGES

09 90 00 1.4.2 GSample Textured Wall Coating

System Mock-Up

SD-07 Certificates

1.3Applicator's Qualifications

1.4.1.2 GQualification Testing

SD-08 Manufacturer’s Instructions

3.6.2Mixing

1.7.2Manufacturer's Safety Data

Sheets

SD-10 Operation and Maintenance

Data

2.1 GCoatings

09 97 13.15 SD-05 Design Data

1.4…