USBC Specifications.pdf

US Bankruptcy Courthouse Water Damage Repairs 300 West 2nd Street Little Rock, Arkansas 72201

BUILDING NUMBER: AR-003322

GSA PROJECT NUMBER: 47PH0521F0060

PROJECT MANUAL: SPECIFICATIONS

100% FINAL DESIGN SUBMISSION

PREPARED FOR:

GENERAL SERVICES ADMINISTRATION (GSA),

GREATER SOUTHWEST REGION

PREPARED BY:

Cromwell / Witsell Evans Rasco

December 20, 2021

PROPERTY OF THE UNITED STATES GOVERNMENT. COPYING,

DISSEMINATION, OR DISTRIBUTION OF THESE DRAWINGS, PLANS,

OR SPECIFICATIONS TO UNAUTHORIZED PERSONS IS PROHIBITED.

100% Final Design Submission

USIDIQ16.19 TABLE OF CONTENTS

USBC Water Damage Repairs 00 0110-1 12/20/2021 100% Final Design Submission

PROPERTY OF THE UNITED STATES GOVERNMENT -

FOR OFFICIAL USE ONLY

TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

00 0105 CERTIFICATIONS PAGE

00 0110 TABLE OF CONTENTS

00 6325 SUBSTITUTION REQUEST FORM

DIVISION 01 - GENERAL REQUIREMENTS

01 1000 SUMMARY

01 1400 WORK RESTRICTIONS

01 2100 ALLOWANCES

01 2200 UNIT PRICES

01 3216 CONSTRUCTION PROGRESS SCHEDULE

01 3300 SUBMITTAL PROCEDURES

01 4000 QUALITY REQUIREMENTS

01 5000 TEMPORARY FACILITIES AND CONTROLS

01 5930 SECURITY REGULATIONS

01 5950 SAFETY AND HEALTH

01 6000 PRODUCT REQUIREMENTS

01 7000 EXECUTION REQUIREMENTS

01 7800 CLOSEOUT SUBMITTALS

DIVISION 02 - EXISTING CONDITIONS

02 7320 SELECTIVE DEMOLITION

02 8319 LEAD-BASED PAINT REMEDIATION

DIVISION 03 – 05

NOT USED

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

06 4205 INTERIOR ARCHITECTURAL WOODWORK RESTORATION

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 9200 JOINT SEALEANTS

DIVISION 08 - OPENINGS

NOT USED

DIVISION 09 - FINISHES

09 0561 FLOORING PREPARATION

09 2250 PLASTER RESTORATION

09 5100 ACOUSTICAL CEILINGS

09 6500 RESILIENT FLOORING

09 6813 TILE CARPETING

09 6816 CARPETING

USIDIQ16.19 TABLE OF CONTENTS

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PROPERTY OF THE UNITED STATES GOVERNMENT -

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09 9123 INTERIOR PAINTING

09 9300 STAINING AND TRANSPARENT FINISHING

09 9940 DECORATIVE PAINT FINISH

DIVISIONS 10 – 11

NOT USED

DIVISION 12 – FURNISHINGS

12 2113 HORIZONTAL LOUVER BLINDS

DIVISION 21 - 34

NOT USED

USIDIQ16.19 SUBSTITUTION REQUEST FORM

USBC Water Damage Repairs 00 6325 - 1 12/20/2021 100% Final Design Submission

PROPERTY OF THE UNITED STATES GOVERNMENT -

FOR OFFICAL USE ONLY

SECTION 00 6325

SUBSTITUTION REQUEST FORM

V.20 SEND TO:

WER ARCHITECTS / PLANNERS ATTN: LAUREN DICKEY

901 W. 3RD STREET

LITTLE ROCK, AR 72201

PHONE: 501-374-5300 FAX: 501-374-5247

SECTION:___________PARAGRAPH:_________SPECIFIED ITEM:________________________

PROPOSED SUBSTITUTE:_______________________________________________

ATTACH, COMPLETE DESCRIPTION, DESIGNATION, CATALOG OR MODEL NUMBER, SPEC

DATA SHEET, AND OTHER TECHNICAL DATA, INCLUDING LABORATORY TESTS IF

APPLICABLE.

ANSWER THE FOLLOWING QUESTIONS:

WILL SUBSTITUTION AFFECT DIMENSIONS INDICATED ON DRAWINGS? IS THE SIZE DIFFERENT

PHYSICAL SIZE? ___________________________________________________________________

WILL SUBSTITUTION AFFECT WIRING, PIPING, DUCTWORK, ETC. INDICATED ON DRAWINGS?

THIS INCLUDES LOWER OR HIGHER ELECTRICAL LOAD AND/OR VOLTAGE; DIFFERENT BTU

HEAT LOAD AND/OR OR VENTING; REQUIRED CLEARANCES, ETC.

WHAT AFFECT WILL SUBSTITUTION HAVE ON OTHER TRADES?

LIST ANY DIFFERENCES BETWEEN PROPOSED SUBSTITUTION AND SPECIFIED ITEM:

IF NECESSARY, WILL THE UNDERSIGNED PAY FOR ARCHITECTS/ENGINEER'S COSTS,

REQUIRED TO REVISE WORKING DRAWINGS, THAT ARE CAUSED BY SUBSTITUTION?

MANUFACTURER'S WARRANTY OF PROPOSED ITEMS ARE [ ] SAME [ ] DIFFERENT

PROPOSED COST SAVINGS USING SUBSTITUTION PRODUCT:_____________________________

REVIEW COMMENTS:

[ ] APPROVED

[ ] APPROVED AS NOTED (SEE ATTACHED EXPLAINATION)

[ ] NOT APPROVED / REJECTED

[ ] REJECTED / RECEIVED TOO LATE / NOT REVIEWED

REMARKS: ________________________________________REVIEWED BY: _________________

SUBMITTED BY:

FIRM: _______________________________________________

ADDRESS: ____________________________________________

SIGNATURE: ___________________________________________

DATE: _______________________________________________

PHONE/EMAIL: ________________________________________

END OF SECTION

USIDIQ16.19 SUMMARY

USBC Water Damage Repairs 01 1000 - 1 12/20/2021 100% Final Design Submission

PROPERTY OF THE UNITED STATES GOVERNMENT -

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SECTION 01 1000

SUMMARY

PART 1 GENERAL

1.01 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section.

1.02 SUMMARY

A. This Section includes the following:

1. Work covered by the Contract Documents.

2. Type of Contract.

3. Work phases.

4. Work under other contracts.

5. Products ordered in advance.

6. Owner-furnished products.

7. Use of premises.

8. Owner's occupancy requirements.

9. Work restrictions.

10. Specification formats and conventions.

B. Related Sections include the following:

1. Division 1 Section "Temporary Facilities and Controls" for limitations and procedures governing temporary use of Owner's facilities.

1.03 WORK COVERED BY CONTRACT DOCUMENTS

A. Project Identification: US Bankruptcy Courthouse, Water damage repairs

1. Project Location: 300 West 2nd Street, Little Rock, Arkansas 72201

B. Contracting Officer: Roderick Blouin C. Project Manager: Todd Wright D. Architect: Cromwell / WER E. The Work consists of the following:

1. Due to subfreezing temperatures in February of 2021 a pipe burst in the attic of the US Bankruptcy Courthouse. GSA has issued this task order to make all necessary repairs to following spaces in the building damaged due to the water leak: 4th floor Judge's Suite, 4th floor Courtroom Mezzanine, 3rd Floor Courtroom and Attorney Witness Room, 2nd floor Judge's Chamber Suite, 2nd floor Corridor and Conference Room, 1st floor Courtroom, 1st floor Public Lobby.

1.04 TYPE OF CONTRACT

A. Project will be constructed under a single prime contract.

1.05 WORK SEQUENCE

A. The work shall be executed as required to cause the least amount of disruption to daily operations.

B. The work shall be substantially complete within 120 calendar days after issuance of Notice to

Proceed.

1.06 USE OF PREMISES

A. General: Contractor shall have limited use of premises for construction operations as indicated on Drawings by the Contract limits.

USBC Water Damage Repairs 01 1000 - 2 12/20/2021 100% Final Design Submission

PROPERTY OF THE UNITED STATES GOVERNMENT -

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B. Use of Site: Limit use of premises to work in areas indicated. Do not disturb portions of Project site beyond areas in which the Work is indicated.

1. Owner Occupancy: Allow for Owner occupancy of Project site.

2. Driveways and Entrances: Keep driveways, parking, loading areas, and entrances serving premises clear and available to Owner, Owner's employees, and emergency vehicles at all times. Do not use these areas for parking or storage of materials.

a. Schedule deliveries to minimize use of driveways and entrances.

b. Schedule deliveries to minimize space and time requirements for storage of materials and equipment on-site.

C. Use of Existing Building: Maintain existing building in a weathertight condition throughout construction period. Repair damage caused by construction operations. Protect building and its occupants during construction period.

1.07 OWNER'S OCCUPANCY REQUIREMENTS

A. Full Owner Occupancy: Owner will occupy site and building during entire construction period.

Cooperate with Owner during construction operations to minimize conflicts and facilitate Owner usage. Perform the Work so as not to interfere with Owner's day-to-day operations. Maintain existing exits, unless otherwise indicated.

1. Maintain access to existing walkways, corridors, and other adjacent occupied or used facilities. Do not close or obstruct walkways, corridors, or other occupied or used facilities without written permission from Owner and authorities having jurisdiction.

2. Provide not less than 24 hours' notice to Owner of activities that will affect Owner's operations.

1.08 WORK RESTRICTIONS

A. On-Site Work Hours: Any work performed inside the existing building will be during normal business working hours of 7:00 a.m. to 5:00 p.m., Monday through Friday, except otherwise indicated.

1. Contractor shall submit schedule and gain the contracting officer's written approval at least

72 hours before proceeding with any work during Government Unoccupied Hours.

B. Existing Utility Interruptions: Do not interrupt utilities serving facilities occupied by Owner or others unless permitted under the following conditions and then only after arranging to provide temporary utility services according to requirements indicated:

1. Notify COR not less than two days in advance of proposed utility interruptions.

2. Do not proceed with utility interruptions without COR's written permission.

1.09 SPECIFICATION FORMATS AND CONVENTIONS

A. Specification Format: The Specifications are organized into Divisions and Sections using the

42-division format and CSI/CSC's "MasterFormat" numbering system.

1. Section Identification: The Specifications use Section numbers and titles to help cross-referencing in the Contract Documents. Sections in the Project Manual are in numeric sequence; however, the sequence is incomplete because all available Section numbers are not used. Consult the table of contents at the beginning of the Project Manual to determine numbers and names of Sections in the Contract Documents.

2. Division 1: Sections in Division 1 govern the execution of the Work of all Sections in the Specifications.

B. Specification Content: The Specifications use certain conventions for the style of language and the intended meaning of certain terms, words, and phrases when used in particular situations.

These conventions are as follows:

1. Abbreviated Language: Language used in the Specifications and other Contract

Documents is abbreviated. Words and meanings shall be interpreted as appropriate.

Words implied, but not stated, shall be inferred as the sense requires. Singular words shall

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PROPERTY OF THE UNITED STATES GOVERNMENT -

FOR OFFICAL USE ONLY

be interpreted as plural, and plural words shall be interpreted as singular where applicable as the context of the Contract Documents indicates.

2. Imperative mood and streamlined language are generally used in the Specifications.

Requirements expressed in the imperative mood are to be performed by Contractor.

Occasionally, the indicative or subjunctive mood may be used in the Section Text for clarity to describe responsibilities that must be fulfilled indirectly by Contractor or by others when so noted.

a. The words "shall," "shall be," or "shall comply with," depending on the context, are implied where a colon (:) is used within a sentence or phrase.

PART 2 - PRODUCTS (NOT USED)

PART 3 - EXECUTION (NOT USED)

USIDIQ16.19 WORK RESTRICTIONS

USBC Water Damage Repairs 01 1400 - 1 12/20/2021 100% Final Design Submission

PROPERTY OF THE UNITED STATES GOVERNMENT -

FOR OFFICAL USE ONLY

SECTION 01 1400

WORK RESTRICTIONS

PART 1 GENERAL

1.01 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section.

1.02 CONTRACTOR USE OF PREMISES

A. The Contracting Officer's Representative will conduct a pre-construction survey with the

Contractor to review and document the existing conditions surrounding the project premises prior to the beginning of any construction activity.

B. During the construction period, the Contractor shall have limited use of the premises for construction operations, including limited use of the site, limited by the Government's right to perform daily operations in the building and on the grounds.

C. The Contractor shall limit use of the premises to the work in areas indicated, to allow for Government occupancy and public use.

1. Confine operations at the site to areas indicated. Do not disturb portions of the site beyond the areas in which Work is indicated.

2. Keep driveways and entrances serving the premises clear and available at all times to the

Government, Government employees and visitors. Do not use these areas for parking or storage of materials.

3. Schedule deliveries to minimize space and time requirements for storage of material and equipment on site.

4. Maintain existing building in a safe and weather-tight condition throughout the construction period. Repair damage caused by construction operations. Take precautions to protect the building, its occupants and the public during the construction period.

5. Keep public areas free from accumulation of waste material, rubbish, construction debris and construction materials.

6. Space on the premises will be made available for the Contractor's storage and related activities, provided that its use will not interfere with operations of the Government.

Arrange and gain approval for use of this space through the Contracting Officer.

7. Use of the existing loading dock facilities will be shared with Government activities on a first-come-first-served, wait-your-turn basis.

8. Existing materials and equipment that are removed as part of the construction operations, and that are not reused or are not designated to be salvaged as Government or other's property, shall become the property of the Contractor and shall be removed from the site.

Storage or sale of excess salvageable materials and equipment is not permitted on site.

9. Pollution producing equipment shall not be located near air intakes where airborne smoke or fumes could be drawn into the building.

10. The Contractor and Contractor's employees shall make their own arrangements for vehicle parking off site, unless otherwise directed by the Contracting Officer's Representative.

1.03 GOVERNMENT OCCUPANCY

A. The Government will occupy the existing building during the entire period of construction.

Cooperate with the Government's representatives during construction operations to minimize conflicts and facilitate Government usage. Perform the Work in a manner that does not interfere with the Government's operations.

1.04 WORKING HOURS

A. Government Occupied Hours: Government personnel are scheduled to occupy the building during the following hours on weekdays, Monday through Friday, except for established

USIDIQ16.19 WORK RESTRICTIONS

USBC Water Damage Repairs 01 1400 - 2 12/20/2021 100% Final Design Submission

PROPERTY OF THE UNITED STATES GOVERNMENT -

FOR OFFICAL USE ONLY

Government Holidays: 7:00 AM to 5:00 PM.

B. Contractor's General Working Hours: The Contractor working hours shall be generally established to occur during Government Occupied Hours.

C. Work accomplished during Government Unoccupied Hours shall be performed at no additional cost to the Government. Contractor shall submit a proposed schedule and gain the Contracting Officer's written approval at least 72 hours before proceeding with any work during Government Unoccupied Hours.

1.05 PART 2 PRODUCTS (NOT APPLICABLE)

1.06 PART 3 EXECUTION (NOT APPLICABLE)

END OF SECTION 011400

USIDIQ16.19 ALLOWANCES

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PROPERTY OF THE UNITED STATES GOVERNMENT -

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SECTION 01 2100

ALLOWANCES

PART 1 GENERAL

1.01 SECTION INCLUDES

A. Cash allowances.

B. Payment and modification procedures relating to allowances.

1.02 RELATED REQUIREMENTS

A. Section 01 2000 - Price and Payment Procedures: Additional payment and modification procedures.

1.03 CASH ALLOWANCES

A. Costs Included in Cash Allowances: Cost of product to General Contractor or subcontractor, less applicable trade discounts, less cost of delivery to site , less applicable taxes .

B. Costs Not Included in Cash Allowances: Product delivery to site and handling at the site, including unloading, uncrating, and storage; protection of products from elements and from damage; and labor for installation and finishing.

C. Architect Responsibilities:

1. Consult with General Contractor for consideration and selection of products, suppliers , and installers.

2. Select products in consultation with GSA and transmit decision to General Contractor.

3. Prepare Change Order.

D. General Contractor Responsibilities:

1. Assist Architect in selection of products, suppliers , and installers.

2. Obtain proposals from suppliers and installers and offer recommendations.

3. On notification of which products have been selected, execute purchase agreement with designated supplier and installer.

4. Arrange for and process shop drawings, product data, and samples. Arrange for delivery.

5. Promptly inspect products upon delivery for completeness, damage, and defects. Submit claims for transportation damage.

E. Differences in costs will be adjusted by Change Order.

1.04 ALLOWANCES SCHEDULE

A. Section 09 2250 - Plaster Restoration Allowance: In addition to plaster repair work called for in the drawings, include the stipulated quantity of 100 sq. ft. of Plaster Restoration and repairs to existing plaster walls and ceiling surfaces. Provide unit pricing (per sq. ft.) for actual quantity adjustments. Refer to Section 01 2200 Unit Prices for schedule.

PART 2 PRODUCTS - NOT USED

PART 3 EXECUTION - NOT USED

USIDIQ16.19 UNIT PRICES

USBC Water Damage Repairs 01 2200 - 1 12/20/2021 100% Final Design Submission

PROPERTY OF THE UNITED STATES GOVERNMENT -

FOR OFFICAL USE ONLY

SECTION 01 2200

UNIT PRICES

PART 1 GENERAL

1.01 SECTION INCLUDES

A. List of unit prices, for use in preparing Bids.

B. Measurement and payment criteria applicable to Work performed under a unit price payment method.

C. Defect assessment and non-payment for rejected work.

1.02 COSTS INCLUDED

A. Unit Prices included on the Bid Form shall include full compensation for all required labor, products, tools, equipment, plant, transportation, services and incidentals; erection, application or installation of an item of the Work; overhead and profit.

1.03 UNIT QUANTITIES SPECIFIED

A. Quantities indicated in the Bid Form are for bidding and contract purposes only. Quantities and measurements of actual Work will determine the payment amount.

1.04 MEASUREMENT OF QUANTITIES

A. Measurement methods delineated in the individual specification sections complement the criteria of this section. In the event of conflict, the requirements of the individual specification section govern.

B. Take all measurements and compute quantities. Measurements and quantities will be verified by Architect or their consulting engineers.

C. Assist by providing necessary equipment, workers, and survey personnel as required.

D. Measurement Devices:

1. Metering Devices: Inspected, tested and certified by the applicable state department within the past year.

E. Measurement by Weight: Concrete reinforcing steel, rolled or formed steel or other metal shapes will be measured by handbook weights. Welded assemblies will be measured by handbook or scale weight.

F. Measurement by Volume: Measured by cubic dimension using mean length, width and height or thickness.

G. Measurement by Area: Measured by square dimension using mean length and width or radius.

H. Linear Measurement: Measured by linear dimension, at the item centerline or mean chord.

I. Stipulated Price Measurement: Items measured by weight, volume, area, or linear means or combination, as appropriate, as a completed item or unit of the Work.

J. Perform surveys required to determine quantities, including control surveys to establish measurement reference lines. Notify Architect prior to starting work.

K. General Contractor's Engineer Responsibilities: Sign surveyor's field notes or keep duplicate field notes , calculate and certify quantities for payment purposes.

1.05 PAYMENT

A. Payment for Work governed by unit prices will be made on the basis of the actual measurements and quantities of Work that is incorporated in or made necessary by the Work and accepted by the Architect, multiplied by the unit price.

B. Payment will not be made for any of the following:

1. Products wasted or disposed of in a manner that is not acceptable.

USIDIQ16.19 UNIT PRICES

USBC Water Damage Repairs 01 2200 - 2 12/20/2021 100% Final Design Submission

PROPERTY OF THE UNITED STATES GOVERNMENT -

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2. Products determined as unacceptable before or after placement.

3. Products not completely unloaded from the transporting vehicle.

4. Products placed beyond the lines and levels of the required Work.

5. Products remaining on hand after completion of the Work.

6. Loading, hauling, and disposing of rejected Products.

1.06 DEFECT ASSESSMENT

A. Replace Work, or portions of the Work, not conforming to specified requirements.

B. If, in the opinion of GSA, it is not practical to remove and replace the Work, GSA will direct one of the following remedies:

1. The defective Work may remain, but the unit price will be adjusted to a new unit price at the discretion of GSA.

2. The defective Work will be partially repaired to the instructions of the GSA, and the unit price will be adjusted to a new unit price at the discretion of GSA.

C. The individual specification sections may modify these options or may identify a specific formula or percentage price reduction.

D. The authority of GSA to assess the defect and identify payment adjustment is final.

1.07 SCHEDULE OF UNIT PRICES

A. Cost per square foot of repairing existing plaster wall or ceiling finish, including any existing material removal, preparation and final repair of areas with matching materials per 09 2250 Plaster Restoration.

B. Cost per square foot for decorative painting of faux grained wood work per 09 9940 Decorative Paint Finish.

PART 2 PRODUCTS - NOT USED

USIDIQ16.19 CONSTRUCTION PROGRESS SCHEDULE

USBC Water Damage Repairs 01 3216 - 1 12/20/2021 100% Final Design Submission

PROPERTY OF THE UNITED STATES GOVERNMENT -

FOR OFFICAL USE ONLY

SECTION 01 3216

CONSTRUCTION PROGRESS SCHEDULE

PART 1 GENERAL

1.01 SECTION INCLUDES

A. Preliminary schedule.

B. Construction progress schedule, bar chart type.

1.02 RELATED SECTIONS

A. Section 01 1000 - Summary: Work sequence.

1.03 REFERENCE STANDARDS

A. AGC (CPSM) - Construction Planning and Scheduling Manual 2004.

B. M-H (CPM) - CPM in Construction Management - Project Management with CPM 2015.

1.04 SUBMITTALS

A. Within 10 days after date of Agreement, submit preliminary schedule defining planned operations for the first 60 days of Work, with a general outline for remainder of Work.

B. If preliminary schedule requires revision after review, submit revised schedule within 10 days.

C. Within 20 days after review of preliminary schedule, submit draft of proposed complete schedule for review.

1. Include written certification that major contractors have reviewed and accepted proposed schedule.

D. Within 10 days after joint review, submit complete schedule.

E. Submit updated schedule with each Application for Payment.

F. Submit the number of opaque reproductions that General Contractor requires, plus two copies that will be retained by Architect.

1.05 QUALITY ASSURANCE

A. Scheduler: General Contractor's personnel or specialist Consultant specializing in CPM scheduling with one years minimum experience in scheduling construction work of a complexity comparable to this Project, and having use of computer facilities capable of delivering a detailed graphic printout within 48 hours of request.

1.06 SCHEDULE FORMAT

A. Listings: In chronological order according to the start date for each activity. Identify each activity with the applicable specification section number.

B. Diagram Sheet Size: Maximum 22 x 17 inches or width required.

C. Scale and Spacing: To allow for notations and revisions.

PART 2 PRODUCTS - NOT USED

PART 3 EXECUTION

3.01 PRELIMINARY SCHEDULE

A. Prepare preliminary schedule in the form of a horizontal bar chart.

3.02 CONTENT

A. Show complete sequence of construction by activity, with dates for beginning and completion of each element of construction.

B. Identify work of separate stages and other logically grouped activities.

C. Include conferences and meetings in schedule.

USIDIQ16.19 CONSTRUCTION PROGRESS SCHEDULE

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PROPERTY OF THE UNITED STATES GOVERNMENT -

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D. Show accumulated percentage of completion of each item, and total percentage of Work completed, as of the first day of each month.

E. Coordinate content with schedule of values specified in Section 01 2000 - Price and Payment Procedures.

F. Provide legend for symbols and abbreviations used.

3.03 BAR CHARTS

A. Include a separate bar for each major portion of Work or operation.

B. Identify the first work day of each week.

3.04 REVIEW AND EVALUATION OF SCHEDULE

A. Participate in joint review and evaluation of schedule with Architect at each submittal.

B. Evaluate project status to determine work behind schedule and work ahead of schedule.

C. After review, revise as necessary as result of review, and resubmit within 10 days.

3.05 UPDATING SCHEDULE

A. Maintain schedules to record actual start and finish dates of completed activities.

B. Indicate progress of each activity to date of revision, with projected completion date of each activity.

C. Annotate diagrams to graphically depict current status of Work.

D. Identify activities modified since previous submittal, major changes in Work, and other identifiable changes.

E. Indicate changes required to maintain Date of Substantial Completion.

F. Submit reports required to support recommended changes.

G. Provide narrative report to define problem areas, anticipated delays, and impact on the schedule. Report corrective action taken or proposed and its effect.

3.06 DISTRIBUTION OF SCHEDULE

A. Distribute copies of updated schedules to General Contractor's project site file, to subcontractors, suppliers, Architect, GSA, and other concerned parties.

B. Instruct recipients to promptly report, in writing, problems anticipated by projections indicated in schedules.

USIDIQ16.19 SUBMITTAL PROCEDURES

USBC Water Damage Repairs 01 3300 - 1 12/20/2021 100% Final Design Submission

PROPERTY OF THE UNITED STATES GOVERNMENT -

FOR OFFICAL USE ONLY

SECTION 01 3300

SUBMITTAL PROCEDURES

PART 1 GENERAL

1.01 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section.

1.02 SUMMARY

A. This Section includes administrative and procedural requirements for submitting Shop

Drawings, Product Data, Samples, and other submittals.

1.03 DEFINITIONS

A. Action Submittals: Written and graphic information that requires The Contracting Officer's responsive action.

B. Informational Submittals: Written information that does not require The Contracting Officer's responsive action. Submittals may be rejected for not complying with requirements.

1.04 SUBMITTAL PROCEDURES

A. General: Electronic copies of CAD Drawings of the Contract Drawings will not be provided by

The Contracting Officer for Contractor's use in preparing submittals.

B. Coordination: Coordinate preparation and processing of submittals with performance of construction activities.

1. Coordinate each submittal with fabrication, purchasing, testing, delivery, other submittals, and related activities that require sequential activity.

2. Coordinate transmittal of different types of submittals for related parts of the Work so processing will not be delayed because of need to review submittals concurrently for coordination.

a. The Contracting Officer reserves the right to withhold action on a submittal requiring coordination with other submittals until related submittals are received.

C. Submittals Schedule: Comply with requirements in Division 1 Section "Construction Progress

Schedule" for list of submittals and time requirements for scheduled performance of related construction activities.

D. Processing Time: Allow enough time for submittal review, including time for resubmittals, as follows. Time for review shall commence on The Contracting Officer's receipt of submittal. No extension of the Contract Time will be authorized because of failure to transmit submittals enough in advance of the Work to permit processing, including resubmittals.

1. Initial Review: Allow 15 days for initial review of each submittal. Allow additional time if coordination with subsequent submittals is required. The Contracting Officer will advise Contractor when a submittal being processed must be delayed for coordination.

2. Intermediate Review: If intermediate submittal is necessary, process it in same manner as initial submittal.

3. Resubmittal Review: Allow 15 days for review of each resubmittal.

4. Sequential Review: Where sequential review of submittals by The Contracting Officer's consultants, Owner, or other parties is indicated, allow 21 days for initial review of each submittal.

5. Concurrent Consultant Review: Where the Contract Documents indicate that submittals may be transmitted simultaneously to The Contracting Officer and to Consultants, allow 15 days for review of each submittal. Submittal will be returned to The Contracting Officer before being returned to Contractor.

E. Identification: Place a permanent label or title block on each submittal for identification.

1. Indicate name of firm or entity that prepared each submittal on label or title block.

USBC Water Damage Repairs 01 3300 - 2 12/20/2021 100% Final Design Submission

PROPERTY OF THE UNITED STATES GOVERNMENT -

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2. Provide a space approximately 6 by 8 inches on label or beside title block to record Contractor's review and approval markings and action taken by The Contracting Officer.

3. Include the following information on label for processing and recording action taken:

a. Project name.

b. Date.

c. Name and address of The Contracting Officer.

d. Name and address of Contractor.

e. Name and address of subcontractor.

f. Name and address of supplier.

g. Name of manufacturer.

h. Submittal number or other unique identifier, including revision identifier.

1) Submittal number shall use Specification Section number followed by a decimal point and then a sequential number (e.g., 06100.01). Resubmittals shall include an alphabetic suffix after another decimal point (e.g., 06100.01.A).

i. Number and title of appropriate Specification Section.

j. Drawing number and detail references, as appropriate.

k. Location(s) where product is to be installed, as appropriate.

l. Other necessary identification.

F. Deviations: Highlight, or otherwise specifically identify deviations from the Contract Documents on submittals.

G. Additional Copies: Unless additional copies are required for final submittal, and unless The Contracting Officer observes noncompliance with provisions in the Contract Documents, initial submittal may serve as final submittal.

1. Submit one copy of submittal to concurrent reviewer in addition to specified number of copies to The Contracting Officer.

2. Additional copies submitted for maintenance manuals will be marked with action taken and will be returned.

H. Transmittal: Package each submittal individually and appropriately for transmittal and handling.

Transmit each submittal using a transmittal form. The Contracting Officer will return submittals, without review, received from sources other than Contractor.

1. Transmittal Form: Use AIA Document G810.

2. Transmittal Form: Provide locations on form for the following information:

a. Project name.

b. Date.

c. Destination (To:).

d. Source (From:).

e. Names of subcontractor, manufacturer, and supplier.

f. Category and type of submittal.

g. Submittal purpose and description.

h. Specification Section number and title.

i. Drawing number and detail references, as appropriate.

j. Transmittal number.

k. Submittal and transmittal distribution record.

l. Remarks.

m. Signature of transmitter.

3. On an attached separate sheet, prepared on Contractor's letterhead, record relevant information, requests for data, revisions other than those requested by The Contracting Officer on previous submittals, and deviations from requirements in the Contract Documents, including minor variations and limitations. Include same label information as related submittal.

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I. Resubmittals: Make resubmittals in same form and number of copies as initial submittal.

1. Note date and content of previous submittal.

2. Note date and content of revision in label or title block and clearly indicate extent of revision.

3. Resubmit submittals until they are marked "Approved by The Contracting Officer."

J. Distribution: Furnish copies of final submittals to manufacturers, subcontractors, suppliers, fabricators, installers, authorities having jurisdiction, and others as necessary for performance of construction activities. Show distribution on transmittal forms.

K. Use for Construction: Use only final submittals with mark indicating "Approved by The Contracting Officer" taken by The Contracting Officer.

PART 2 PRODUCTS

2.01 ACTION SUBMITTALS

A. General: Prepare and submit Action Submittals required by individual Specification Sections.

1. Submit electronic submittals directly to extranet specifically established for Project.

B. Product Data: Collect information into a single submittal for each element of construction and type of product or equipment.

1. If information must be specially prepared for submittal because standard printed data are not suitable for use, submit as Shop Drawings, not as Product Data.

2. Mark each copy of each submittal to show which products and options are applicable.

3. Include the following information, as applicable:

a. Manufacturer's written recommendations.

b. Manufacturer's product specifications.

c. Manufacturer's installation instructions.

d. Standard color charts.

e. Manufacturer's catalog cuts.

f. Wiring diagrams showing factory-installed wiring.

g. Printed performance curves.

h. Operational range diagrams.

i. Mill reports.

j. Standard product operation and maintenance manuals.

k. Compliance with specified referenced standards.

l. Testing by recognized testing agency.

m. Application of testing agency labels and seals.

n. Notation of coordination requirements.

4. Submit Product Data before or concurrent with Samples.

5. Number of Copies: Submit three copies of Product Data, unless otherwise indicated. The

Contracting Officer will return one copy. Mark up and retain one returned copy as a Project Record Document.

C. Shop Drawings: Prepare Project-specific information, drawn accurately to scale. Do not base Shop Drawings on reproductions of the Contract Documents or standard printed data.

1. Preparation: Fully illustrate requirements in the Contract Documents. Include the following information, as applicable:

a. Dimensions.

b. Identification of products.

c. Fabrication and installation drawings.

d. Roughing-in and setting diagrams.

e. Wiring diagrams showing field-installed wiring, including power, signal, and control wiring.

f. Shopwork manufacturing instructions.

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g. Templates and patterns.

h. Schedules.

i. Design calculations.

j. Compliance with specified standards.

k. Notation of coordination requirements.

l. Notation of dimensions established by field measurement.

m. Relationship to adjoining construction clearly indicated.

n. Seal and signature of professional engineer if specified.

o. Wiring Diagrams: Differentiate between manufacturer-installed and field-installed wiring.

2. Sheet Size: Except for templates, patterns, and similar full-size drawings, submit Shop

Drawings on sheets at least 8-1/2 by 11 inches but no larger than 30 by 40 inches.

3. Number of Copies: Submit two opaque (bond) copies of each submittal. The Contracting

Officer will return one copy.

4. Number of Copies: Submit three opaque copies of each submittal, unless copies are required for operation and maintenance manuals. Submit five copies where copies are required for operation and maintenance manuals. The Contracting Officer will retain two copies; remainder will be returned.

D. Samples: Submit Samples for review of kind, color, pattern, and texture for a check of these characteristics with other elements and for a comparison of these characteristics between submittal and actual component as delivered and installed.

1. Transmit Samples that contain multiple, related components such as accessories together in one submittal package.

2. Identification: Attach label on unexposed side of Samples that includes the following:

a. Generic description of Sample.

b. Product name and name of manufacturer.

c. Sample source.

d. Number and title of appropriate Specification Section.

3. Disposition: Maintain sets of approved Samples at Project site, available for quality-control comparisons throughout the course of construction activity. Sample sets may be used to determine final acceptance of construction associated with each set.

a. Samples that may be incorporated into the Work are indicated in individual

Specification Sections. Such Samples must be in an undamaged condition at time of use.

b. Samples not incorporated into the Work, or otherwise designated as Owner's property, are the property of Contractor.

4. Samples for Initial Selection: Submit manufacturer's color charts consisting of units or sections of units showing the full range of colors, textures, and patterns available.

a. Number of Samples: Submit one full set(s) of available choices where color, pattern, texture, or similar characteristics are required to be selected from manufacturer's product line. The Contracting Officer will return submittal with options selected.

5. Samples for Verification: Submit full-size units or Samples of size indicated, prepared from same material to be used for the Work, cured and finished in manner specified, and physically identical with material or product proposed for use, and that show full range of color and texture variations expected. Samples include, but are not limited to, the following: partial sections of manufactured or fabricated components; small cuts or containers of materials; complete units of repetitively used materials; swatches showing color, texture, and pattern; color range sets; and components used for independent testing and inspection.

a. Number of Samples: Submit three sets of Samples. The Contracting Officer will retain two Sample sets; remainder will be returned.

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1) Submit a single Sample where assembly details, workmanship, fabrication techniques, connections, operation, and other similar characteristics are to be demonstrated.

2) If variation in color, pattern, texture, or other characteristic is inherent in material or product represented by a Sample, submit at least three sets of paired units that show approximate limits of variations.

E. Product Schedule or List: As required in individual Specification Sections, prepare a written summary indicating types of products required for the Work and their intended location. Include the following information in tabular form:

1. Type of product. Include unique identifier for each product.

2. Number and name of room or space.

3. Location within room or space.

4. Number of Copies: Submit three copies of product schedule or list, unless otherwise indicated. The Contracting Officer will return two copies.

a. Mark up and retain one returned copy as a Project Record Document.

F. Contractor's Construction Schedule: Comply with requirements specified in Division 1 Section "Construction Progress Schedule" for Construction Manager's action.

G. Submittals Schedule: Comply with requirements specified in Division 1 Section "Construction Progress Schedule."

H. Application for Payment: Comply with requirements specified in Division 1 Section "Payment Procedures."

I. Schedule of Values: Comply with requirements specified in Division 1 Section "Payment Procedures."

J. Subcontract List: Prepare a written summary identifying individuals or firms proposed for each portion of the Work, including those who are to furnish products or equipment fabricated to a special design. Include the following information in tabular form:

1. Name, address, and telephone number of entity performing subcontract or supplying products.

2. Number and title of related Specification Section(s) covered by subcontract.

3. Drawing number and detail references, as appropriate, covered by subcontract.

4. Number of Copies: Submit three copies of subcontractor list, unless otherwise indicated.

The Contracting Officer will return two copies.

a. Mark up and retain one returned copy as a Project Record Document.

2.02 INFORMATIONAL SUBMITTALS

A. General: Prepare and submit Informational Submittals required by other Specification Sections.

1. Number of Copies: Submit two copies of each submittal, unless otherwise indicated. The Contracting Officer will not return copies.

2. Certificates and Certifications: Provide a notarized statement that includes signature of entity responsible for preparing certification. Certificates and certifications shall be signed by an officer or other individual authorized to sign documents on behalf of that entity.

3. Test and Inspection Reports: Comply with requirements specified in Division 1 Section "Quality Requirements."

B. Coordination Drawings: Comply with requirements specified in Division 1 Section "Project Management and Coordination."

C. Contractor's Construction Schedule: Comply with requirements specified in Division 1 Section "Construction Progress Schedule."

D. Qualification Data: Prepare written information that demonstrates capabilities and experience of firm or person. Include lists of completed projects with project names and addresses, names and addresses of architects and owners, and other information specified.

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E. Installer Certificates: Prepare written statements on manufacturer's letterhead certifying that Installer complies with requirements in the Contract Documents and, where required, is authorized by manufacturer for this specific Project.

F. Manufacturer Certificates: Prepare written statements on manufacturer's letterhead certifying that manufacturer complies with requirements in the Contract Documents. Include evidence of manufacturing experience where required.

G. Product Certificates: Prepare written statements on manufacturer's letterhead certifying that product complies with requirements in the Contract Documents.

H. Material Certificates: Prepare written statements on manufacturer's letterhead certifying that material complies with requirements in the Contract Documents.

I. Material Test Reports: Prepare reports written by a qualified testing agency, on testing agency's standard form, indicating and interpreting test results of material for compliance with requirements in the Contract Documents.

J. Product Test Reports: Prepare written reports indicating current product produced by manufacturer complies with requirements in the Contract Documents. Base reports on evaluation of tests performed by manufacturer and witnessed by a qualified testing agency, or on comprehensive tests performed by a qualified testing agency.

K. Research/Evaluation Reports: Prepare written evidence, from a model code organization acceptable to authorities having jurisdiction, that product complies with building code in effect for Project. Include the following information:

1. Name of evaluation organization.

2. Date of evaluation.

3. Time period when report is in effect.

4. Product and manufacturers' names.

5. Description of product.

6. Test procedures and results.

7. Limitations of use.

L. Schedule of Tests and Inspections: Comply with requirements specified in Division 1 Section "Quality Requirements."

M. Preconstruction Test Reports: Prepare reports written by a qualified testing agency, on testing agency's standard form, indicating and interpreting results of tests performed before installation of product, for compliance with performance requirements in the Contract Documents.

N. Compatibility Test Reports: Prepare reports written by a qualified testing agency, on testing agency's standard form, indicating and interpreting results of compatibility tests performed before installation of product. Include written recommendations for primers and substrate preparation needed for adhesion.

O. Field Test Reports: Prepare reports written by a qualified testing agency, on testing agency's standard form, indicating and interpreting results of field tests performed either during installation of product or after product is installed in its final location, for compliance with requirements in the Contract Documents.

P. Maintenance Data: Prepare written and graphic instructions and procedures for operation and normal maintenance of products and equipment. Comply with requirements specified in Division 1 Section "Operation and Maintenance Data."

Q. Design Data: Prepare written and graphic information, including, but not limited to, performance and design criteria, list of applicable codes and regulations, and calculations.

Include list of assumptions and other performance and design criteria and a summary of loads.

Include load diagrams if applicable. Provide name and version of software, if any, used for calculations. Include page numbers.

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R. Manufacturer's Instructions: Prepare written or published information that documents manufacturer's recommendations, guidelines, and procedures for installing or operating a product or equipment. Include name of product and name, address, and telephone number of manufacturer. Include the following, as applicable:

1. Preparation of substrates.

2. Required substrate tolerances.

3. Sequence of installation or erection.

4. Required installation tolerances.

5. Required adjustments.

6. Recommendations for cleaning and protection.

S. Manufacturer's Field Reports: Prepare written information documenting factory-authorized service representative's tests and inspections. Include the following, as applicable:

1. Name, address, and telephone number of factory-authorized service representative making report.

2. Statement on condition of substrates and their acceptability for installation of product.

3. Statement that products at Project site comply with requirements.

4. Summary of installation procedures being followed, whether they comply with requirements and, if not, what corrective action was taken.

5. Results of operational and other tests and a statement of whether observed performance complies with requirements.

6. Statement whether conditions, products, and installation will affect warranty.

7. Other required items indicated in individual Specification Sections.

T. Insurance Certificates and Bonds: Prepare written information indicating current status of insurance or bonding coverage. Include name of entity covered by insurance or bond, limits of coverage, amounts of deductibles, if any, and term of the coverage.

U. Material Safety Data Sheets (MSDSs): Submit information directly to Owner; do not submit to The Contracting Officer.

1. The Contracting Officer will not review submittals that include MSDSs and will return them for resubmittal.

PART 3 EXECUTION

3.01 CONTRACTOR'S REVIEW

A. Review each submittal and check for coordination with other Work of the Contract and for compliance with the Contract Documents. Note corrections and field dimensions. Mark with approval stamp before submitting to The Contracting Officer.

B. Approval Stamp: Stamp each submittal with a uniform, approval stamp. Include Project name and location, submittal number, Specification Section title and number, name of reviewer, date of Contractor's approval, and statement certifying that submittal has been reviewed, checked, and approved for compliance with the Contract Documents.

3.02 CONTRACTING OFFICER'S ACTION

A. General: The Contracting Officer will not review submittals that do not bear Contractor's approval stamp and will return them without action.

B. Action Submittals: The Contracting Officer will review each submittal, make marks to indicate corrections or modifications required, and return it. The Contracting Officer will stamp each submittal with an action stamp and will mark stamp appropriately to indicate action taken, as follows:

C. Informational Submittals: The Contracting Officer will review each submittal and will not return it, or will return it if it does not comply with requirements. The Contracting Officer will forward each submittal to appropriate party.

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D. Partial submittals are not acceptable, will be considered nonresponsive, and will be returned without review.

E. Submittals not required by the Contract Documents may not be reviewed and may be discarded.

USIDIQ16.19 QUALITY REQUIREMENTS

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SECTION 01 4000

QUALITY REQUIREMENTS

PART 1 GENERAL

PART 2 PRODUCTS - NOT USED

PART 3 EXECUTION

3.01 CONTROL OF INSTALLATION

A. Monitor quality control over suppliers, manufacturers, products, services, site conditions, and workmanship, to produce work of specified quality.

B. Comply with manufacturers' instructions, including each step in sequence.

C. Should manufacturers' instructions conflict with Contract Documents, request clarification from

Architect before proceeding.

D. Comply with specified standards as minimum quality for the work except where more stringent tolerances, codes, or specified requirements indicate higher standards or more precise workmanship.

E. Have work performed by persons qualified to produce required and specified quality.

F. Verify that field measurements are as indicated on shop drawings or as instructed…