47PJ0025R0028 CONSTRUCTION SET SPECIFICATIONS SD.pdf

Prepared for:

U.S. General Services Administration, Rocky Mountain Region 8

United States Courthouse

400 South Phillips Ave

Sioux Falls, South Dakota 57104-6851

Building Number: SD0021ZZ

Project No: 13560.000

Issue date: December 6, 2024

Prepared by:

TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

SECTION 000101 - PROJECT TITLE PAGE

SECTION 000107 - SEALS PAGE

SECTION 000115 - LIST OF DRAWING SHEETS

SECTION 000120 - LIST OF SCHEDULES

SECTION 001113 - ADVERTISEMENT FOR BIDS

SECTION 001115 - ADVERTISEMENT FOR PREQUALIFICATION OF BIDDERS

SECTION 001116 - INVITATION TO BID

SECTION 001153 - REQUEST FOR QUALIFICATIONS

SECTION 002113 - INSTRUCTIONS TO BIDDERS

SECTION 002213 - SUPPLEMENTARY INSTRUCTIONS TO BIDDERS

SECTION 002513 - PREBID MEETINGS

SECTION 002600 - PROCUREMENT SUBSTITUTION PROCEDURES

SECTION 003113 - PRELIMINARY SCHEDULES

SECTION 003119 - EXISTING CONDITION INFORMATION

SECTION 003126 - EXISTING HAZARDOUS MATERIAL INFORMATION

SECTION 003132 - GEOTECHNICAL DATA

SECTION 003143 - PERMIT APPLICATION

SECTION 004113 - BID FORM - STIPULATED SUM (SINGLE-PRIME CONTRACT)

SECTION 004116 - BID FORM - STIPULATED SUM (MULTIPLE-PRIME CONTRACT)

SECTION 004123 - BID FORM - CONSTRUCTION MANAGEMENT (SINGLE-PRIME

CONTRACT)

SECTION 004126 - BID FORM - CONSTRUCTION MANAGEMENT (MULTIPLE-PRIME

CONTRACT)

SECTION 004133 - BID FORM - COST-PLUS-FEE (SINGLE-PRIME CONTRACT)

SECTION 004313 - BID SECURITY FORMS

SECTION 004321 - ALLOWANCE FORM

SECTION 004322 - UNIT PRICES FORM

SECTION 004323 - ALTERNATES FORM

SECTION 004373 - PROPOSED SCHEDULE OF VALUES FORM

SECTION 004393 - BID SUBMITTAL CHECKLIST

SECTION 005100 - NOTICE OF AWARD

SECTION 006000 - PROJECT FORMS

SECTION 009113 - ADDENDA

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 011000 - SUMMARY

SECTION 011400 – WORK RESTRICTIONS

SECTION 012500 - SUBSTITUTION PROCEDURES

SECTION 012000 – PAYMENT PROCEDURES pmis

SECTION 013100 - PROJECT MANAGEMENT AND COORDINATION

SECTION 013110 - CRITICAL PATH METHOD (CPM) SCHEDULING

SECTION 013233 - PHOTOGRAPHIC DOCUMENTATION

SECTION 013300 - SUBMITTAL PROCEDURES

SECTION 014025 - QUALITY CONTROL TESTING FOR AIR BARRIER SYSTEMS

SECTION 014200 - REFERENCES

SECTION 015000 – TEMPORARY FACILITIES

SECTION 015639 - TEMPORARY TREE AND PLANT PROTECTION

SECTION 015930 - SECURITY REGULATIONS

SECTION 015950 - SAFETY AND HEALTH

SECTION 015950 - Attachment 3 - GSA Base SD Asbestos Abatement Requirements SECTION 015950 - Attachment 4 - GSA SD 3rd Party Abatement Clearance Requirements SECTION 015950 - Attachment 5 - GSA Base Lead Management Requirements SECTION 015950 - Attachment 9 - GSA SD Asbestos Pre-alt Inspection SOW SECTION 015950 - Attachment 10 - GSA Lead Pre-Alteration Assessment SOW

SECTION 016000 - PRODUCT REQUIREMENTS

SECTION 017300 - EXECUTION

SECTION 017350 - FIRE PREVENTION PRECAUTIONS FOR HOT WORK

SECTION 017410 - CONSTRUCTION INDOOR AIR QUALITY MANAGEMENT

SECTION 017419 - CONSTRUCTION NONHAZARDOUSE WASTE & REMOVAL

SECTION 017700 - CLOSEOUT PROCEDURES

SECTION 017810 - PROJECT RECORD DOCUMENTS

SECTION 017839 - PROJECT RECORD DOCUMENTS

DIVISION 02 - EXISTING CONDITIONS

SECTION 024119 - SELECTIVE DEMOLITION

SECTION 024296 - HISTORIC REMOVAL AND DISMANTLING

DIVISION 03 - CONCRETE

NOT APPLICABLE

DIVISION 04 - MASONRY

SECTION 040323 - HISTORIC STONE MASONRY REPAIR

SECTION 040343 - HISTORIC STONE MASONRY REPOINTING

DIVISION 05 - METALS

NOT APPLICABLE

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

NOT APPLICABLE

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

SECTION 072726 - FLUID-APPLIED MEMBRANE AIR BARRIERS

SECTION 076200 - SHEET METAL FLASHING AND TRIM

SECTION 079200 - JOINT SEALANTS

DIVISION 08 - OPENINGS

SECTION 080352 - HISTORIC TREATMENT OF WOOD WINDOWS

SECTION 085113 - ALUMINUM WINDOWS

SECTION 088000 - GLAZING

DIVISION 09 - FINISHES

NOT APPLICABLE

DIVISION 10 - SPECIALTIES

NOT APPLICABLE

DIVISION 11 - EQUIPMENT

NOT APPLICABLE

DIVISION 12 - FURNISHINGS

NOT APPLICABLE

DIVISION 13 - SPECIAL CONSTRUCTION

NOT APPLICABLE

DIVISION 14 - CONVEYING EQUIPMENT

NOT APPLICABLE

DIVISION 21 - FIRE SUPPRESSION

NOT APPLICABLE

DIVISION 22 - PLUMBING

NOT APPLICABLE

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

NOT APPLICABLE

DIVISION 25 - INTEGRATED AUTOMATION

NOT APPLICABLE

DIVISION 26 - ELECTRICAL

NOT APPLICABLE

DIVISION 27 - COMMUNICATIONS

DIVISION 28 - ELECTRONIC SAFETY AND SECURITY

DIVISION 31 - EARTHWORK

NOT APPLICABLE

DIVISION 32 - EXTERIOR IMPROVEMENTS

NOT APPLICABLE

DIVISION 33 - UTILITIES

NOT APPLICABLE

DIVISION 34 - TRANSPORTATION

NOT APPLICABLE

DIVISION 35 - WATERWAY AND MARINE CONSTRUCTION

NOT APPLICABLE

DIVISION 40 - PROCESS INTEGRATION

NOT APPLICABLE

DIVISION 41 - MATERIAL PROCESSING AND HANDLING EQUIPMENT

NOT APPLICABLE

DIVISION 42 - PROCESS HEATING, COOLING, AND DRYING EQUIPMENT

NOT APPLICABLE

DIVISION 43 - PROCESS GAS AND LIQUID HANDLING, PURIFICATION AND

STORAGE EQUIPMENT

NOT APPLICABLE

DIVISION 44 - POLLUTION CONTROL EQUIPMENT

NOT APPLICABLE

DIVISION 45 - INDUSTRY-SPECIFIC MANUFACTURING EQUIPMENT

DIVISION 46 - WATER AND WASTEWATER EQUIPMENT

DIVISION 48 - ELECTRICAL POWER GENERATION

SmithGroup 13560.000 Sioux Falls Courthouse IRA Window Replacement 400 South Phillips Ave, Sioux Falls, SD 6 December 2024

DIVISION 00 COORDINATION – BP2 000102 - 1

SECTION 000102 – DIVISION 00 COORDINATION – BP2

PART 1 - GENERAL

1.1 DOCUMENTS

A. Reference the Solicitation Documents and Contract Documents for Bid Package 2 Water Intrusion Repairs and Alterations at the U.S. Courthouse, 400 S Phillips Avenue, Sioux Falls, SD 57104, as described in the specifications, drawings, and design documents for the subject project.

B. Solicitation Documents:

1. Standard Form 1442 Solicitation, Offer, and Award (Construction, Alteration, or Repair)

2. The Solicitation for BP2 Water Intrusion Repairs and Alterations

3. The Agreement for BP2 Water Intrusion Repairs and Alterations

END OF SECTION

SEALS PAGE 000107 - 1

SECTION 000107 – SEALS PAGE

Architect SmithGroup, Inc.

Detroit, MI

LIST OF DRAWING SHEETS 000115 - 1

SECTION 000115 – LIST OF DRAWING SHEETS

PART 1 - GENERAL

1.1 LIST OF DRAWINGS

A. Drawings: Drawings consist of the Contract Drawings and other drawings listed on the Table of Contents page of the separately bound drawing set titled SIOX FALLS COURTHOUSE IRA WINDOW

REPLACEMENT, dated December 6, 2024, as modified by subsequent Addenda and Contract modifications.

B. List of Drawings: Drawings consist of the following Contract Drawings and other drawings of type indicated:

1. G0.0 PROJECT COVER SHEET

2. A0.2.1 ARCHITECTURAL ABBREVIATIONS AND SYMBOLS

3. A1.2.1 ARCHITECTURAL EXISTING SITE PLAN - OVERALL

4. AD4.2.1 DEMOLITION ELEVATIONS

5. AD4.2.2 DEMOLITION ELEVATIONS

6. AD4.2.3 DEMOLITION ELEVATIONS

7. AD5.2.1 DEMOLITION WINDOW DETAILS

8. AD5.2.2 DEMOLITION WINDOW DETAILS

9. AD5.2.3 DEMOLITION WINDOW DETAILS

10. AD5.2.4 DEMOLITION WINDOW DETAILS

11. AD5.2.5 DEMOLITION WINDOW DETAILS

12. AD5.2.6 DEMOLITION WINDOW DETAILS

13. AD5.2.7 DEMOLITION WINDOW DETAILS

14. AD5.2.8 DEMOLITION WINDOW DETAILS

15. A4.2.1 ELEVATIONS

16. A4.2.2 ELEVATIONS

17. A4.2.3 ELEVATIONS

18. A4.2.4 ELEVATIONS

19. A4.2.5 EXTERIOR WINDOW TYPE SCHEDULE

20. A4.2.6 WINDOW SCHEDULE

21. A4.2.7 ENLARGED ELEVATIONS

22. A4.2.8 ENLARGED ELEVATIONS

23. A5.2.1 REPAIR DETAILS

24. A5.2.2 REPAIR DETAILS

25. A5.2.3 REPAIR DETAILS

26. A5.2.4 REPAIR DETAILS

27. A5.2.5 REFERENCE PHOTOS - WINDOWS

28. A5.2.6 REFRENCE PHOTOS - WINDOWS

6 December 2024

SUMMARY 011000 - 1

SECTION 011000 – SUMMARY

PART 1 - GENERAL

1.1 PROJECT INFORMATION

A. Project Name and Location: Sioux Falls Window Replacement 400 South Phillips Ave, Sioux Falls, SD

B. Project Summary Description: This is a window replacement project at the historic Federal Sioux Falls Courthouse in Sioux Falls, SD. The building is a stone clad (local quartzite), concrete and steel framed building. The original building was added onto twice and there have been a variety of remodeling projects over the life of the structure. Built between the 1910's and the early 1930's, the building’s exterior wall features inner wythes of brick and clay tile lath behind the stone veneer and painted plaster or drywall interior finishes, featuring extensive historic wood trim.

The original wood windows were partially removed in the 1970's when a more modern aluminum and glass window system was installed. The current project is to replace these aluminum windows with aluminum and glass windows that address enhanced energy efficiency and physical security needs. The existing original wood window frame is suspected to exist in many if not most of the openings. It would have been a priority to preserve as much of this original historic fabric as possible during the 1970’s window project. It continues to be important to preserve the existing historic material as much as possible. Note some removal of the existing frame will be required to achieve adequate anchorage of the windows to the exterior wall of the building.

Protection of the existing interior finishes is of high priority and damage to these finishes during construction shall be restored to pre-construction condition.

Window replacement will have to occur, coordinating with a fully occupied and operational courthouse.

Additionally, the interior finishes will need to be protected from construction activity and resultant damage repaired in kind. Mortar joints hidden by existing metal window trim and associated sealants are to be tuck pointed. Existing window treatments are to be removed, cleaned, and stored and reinstalled.

Contractor will document individual openings and make adjustments to trim dimensions as needed.

C. Architect: The term Architect refers to the project designer. The Architect's status relative to the construction will be stated in writing by the Contracting Officer prior to the pre-construction conference. The project was designed by: SmithGroup Inc. 500 Griswold Street, Suite 1700, Detroit, Michigan 48226.

D. Project Delivery Method: Design/Bid/Build.

E. Type of Contract: Project will be constructed under a single prime contract.

F. The Contracting Officer for the project is: John Kelley - john.kelley@gsa.gov - (720) 292-8507.

1.2 WORK SEQUENCE (Not Applicable)

1.3 WORK BY OTHER CONTRACTORS

A. The Contractor shall cooperate with other contractors performing related work, including providing labor, materials and other costs necessary to satisfactorily coordinate the Contract work with work performed under other contracts.

1.4 SCHEDULE OF GOVERNMENT-FURNISHED PROPERTY (Not Applicable)

6 December 2024

SUMMARY 011000 - 2

1.5 MISCELLANEOUS PROVISIONS

A. Work in existing facilities shall correspond in all respects with the existing conditions to which it connects, or to similar existing conditions, in materials, workmanship and finish.

B. Alterations to Existing Conditions: Existing conditions shall be cut, drilled, removed, temporarily removed, or removed and replaced, as necessary for performance of Work under the Contract. Work out of alignment where exposed by removal of existing work shall be called to the attention of GSA. Necessary corrective work shall be as directed.

1. Replacements of existing conditions that are removed shall match similar existing conditions.

2. Unless otherwise indicated, existing structural members shall not be cut or altered without authorization by the Contracting Officer.

3. Conditions remaining in place, which are damaged or defaced during the Work, shall be restored to the condition existing at time of award of Contract.

4. Discolored or unfinished surfaces exposed by removal of existing conditions, that are indicated to be final exposed surfaces, shall be refinished or replaced as necessary to produce uniform and harmonious contiguous surfaces.

C. Existing structures not included in the work will remain in place.

D. Existing utility services with related meters and equipment will remain in place.

E. Removed items indicated to remain the property of the Government shall be stored on site, where directed by the Contracting Officer.

PART 2 - PRODUCTS (Not Applicable)

PART 3 - EXECUTION (Not Applicable)

WORK RESTRICTIONS 011400 - 1

SECTION 011400 - WORK RESTRICTIONS

PART 1 - GENERAL

1.1 CONTRACTOR USE OF PREMISES

A. The Contractor will review and document the existing conditions surrounding the project premises.

Provide documentation to the Government prior to the commencement of any construction activity.

B. During the construction period, the Contractor shall have limited use of the designated premises for construction operations, including limited use of the indicated work site, limited only by the Government's right to perform work or retain other contractors to perform work on portions of the project. Contractor to coordinate with building users for access.

C. The Contractor shall limit use of the premises to the work in areas indicated, and 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 always serving the premises clear and available to the Government, Government employees and to 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 to the satisfaction of the government. Take precautions to protect the building, its occupants and the public during the construction period. A representative of the Contractor shall be available to arrive on site within one (1) hour of notice should an emergency occur.

5. Keep public areas, such as hallways, stairs, lobbies and toilet rooms, 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. The loading dock is available for the delivery of materials, tools, and supplies with prior approval by the facility manager.

8. Existing materials and equipment that are removed as part of the construction operations, and that are not reused or designated to be salvaged as Government 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. When not required for powering unloading operations, turn off engines when docked.

10. Smoking is not permitted in or around the building, see Facilities Management Regulation (FMR) Case 2008-102—3. Also see Code of Federal Regulations (CFR) 41 CFR Part 102-74.

11. No Contractor parking will be available on site during working hours for building occupants. The Contractor and Contractor's employees shall make their own arrangements for vehicle parking off site.

12. No apparatus with an open flame is allowed to be used within the facility without the prior receipt of a burn permit. Contact the Field Office to obtain burn permits. Burn permits are required for each separate occurrence.

13. Permits: Refer to FAR 52.236-7

14. The work shall be sequenced to minimize disruption to building occupants, visitors, and maintenance activities. To the greatest extent feasible, demolition work should not take place until supplies are on hand to perform new work.

15. Coordinate with the GSA Building Manager and the COR for site access.

WORK RESTRICTIONS 011400 - 2

16. Coordinate with the GSA Building Manager and the COR on correct response procedures for any building system alarms occurring during or resulting from the construction process.

17. All building systems outside the immediate construction area shall be kept fully operational during normal working hours.

18. Protect building site from flying debris.

1.2 GOVERNMENT OCCUPANCY

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

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

1.3 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 Government Holidays, 7:30

AM to 5:00 PM.

B. Government Unoccupied Hours: Government personnel are not scheduled to occupy the building during times not indicated as Government Occupied Hours.

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

D. Contractor's Required Working Hours: The following work shall be performed during Government Unoccupied Hours:

1. Any work that requires temporarily obstructing any building entrance shall be performed during unoccupied hours.

2. Work that disrupts US Courts shall be conducted during unoccupied hours; the US Courts schedule is published each Monday for that week.

3. Disruptive work includes, but is not limited to:

a. Saw-cutting

b. Heavy equipment operation

E. Coordinate with the property manager each Monday for the week's court schedule

F. 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 approval at least 48 hours before proceeding with any work during Government Unoccupied Hours.

PART 2 - PRODUCTS (Not Applicable)

PART 3 - EXECUTION (Not Applicable)

SUBSTITUTION PROCEDURES 012500 - 1

SECTION 012500 - SUBSTITUTION PROCEDURES

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

A. The Government is providing the references included in this sub-section for information purposes only and is not intended to provide a comprehensive, all-inclusive list of any and all potentially relevant portions of the Contract Documents. Drawings and general provisions of the Contract and other Division 01 Specification Sections, apply to this Section.

1.2 SUMMARY

A. Section includes administrative and procedural requirements for substitutions.

B. Related Sections:

1. Division012100 Section "Allowances" for products selected under an allowance.

2. Divisions02 through 49 Sections for specific requirements and limitations for substitutions.

1.3 DEFINITIONS

A. Substitutions: Proposed changes to the Contract Documents by the Contractor for products, materials, equipment, and methods of construction.

1. Substitutions for Cause: Changes proposed by Contractor that are required due to changed Project conditions, such as unavailability of product, regulatory changes, or unavailability of required warranty terms

2. Substitutions for Convenience: Changes proposed by Contractor or Owner that are not required in order to meet other Project requirements but may offer advantage to Contractor or Owner

1.4 SUBMITTALS for Cause or Convenience:

A. Substitution Requests: Per Submittal Procedures Section 013300 submit electronic copies through GSA of each request for consideration. Identify product or fabrication or installation method to be replaced. Include Specification Section number and title and Drawing numbers and titles.

1. Substitution Request Form: Coordinate with GSA PMIS. Substitutions must be approved in writing by GSA

2. Documentation: Show compliance with requirements for substitutions and the following, as applicable:

a. Coordination information, including a list of changes or modifications needed to other parts of the Work and to construction performed by the Government and separate contractors that will be necessary to accommodate proposed substitution.

b. Detailed comparison of significant qualities of proposed substitution with those of the Work specified. Include annotated copy of applicable specification section. Significant qualities may include attributes such as performance, weight, size, durability, visual effect, sustainable design characteristics, energy and resource performance goals, warranties, and specific features and requirements indicated. Indicate deviations, if any, from the Work specified.

c. Product Data, including drawings and descriptions of products and fabrication and installation procedures.

d. Samples, where applicable or requested.

SUBSTITUTION PROCEDURES 012500 - 2

e. Certificates and qualification data, where applicable or requested.

f. List of similar installations for completed projects with project name, location and contact information of owner and architect/engineer of record.

g. Material test reports from a qualified testing agency indicating and interpreting test results for compliance with requirements indicated.

h. Research reports evidencing compliance with building code in effect for project, when applicable for the proposed substitution.

i. Detailed comparison of Contractor's construction schedule using proposed substitution with products specified for the Work. If specified product or method of construction cannot be provided within the Contract Time, include letter from manufacturer, on manufacturer's letterhead, stating date of receipt of purchase order, lack of availability, or delays in delivery.

Provide a schedule fragment with a time impact analysis to allow the Government to consider the proposed substitution.

j. Cost information, including a proposal of change, if any, in the Contract Sum.

k. Proposed substitution complies with requirements in the Contract Documents except as indicated in substitution request, is compatible with related materials, and is appropriate for applications indicated.

l. The Contracting Officer may require the Contractor to provide a contractor's waiver of rights to additional payment or time that may subsequently become necessary because of failure of proposed substitution to produce indicated results.

3. The Contracting Officer or Contracting Officer’s Representative (CO) or (COR) Action: If necessary, the Contracting Officer or COR will request additional information or documentation for evaluation.

The Contractor shall be entitled to receive notice of action on submittals within a reasonable time, given the volume or complexity of the submittals and the criticality of the affected activities to Substantial Completion as may be indicated in the Project Schedule. The Contractor shall not be entitled to receive notice of action on submittals containing variations from Contract requirements in less than twenty working days.

1.5 Failure by the government to respond does not constitute acceptance of the proposed substitution.

1.6 QUALITY ASSURANCE

A. Compatibility of Substitutions: Investigate and document compatibility of proposed substitution with related products and materials. Engage qualified testing agency to perform compatibility tests recommended by manufacturers.

1.7 PROCEDURES

A. Coordination: Modify or adjust affected work as necessary to integrate work of the approved substitutions.

PART 2 - PRODUCTS

2.1 SUBSTITUTIONS

A. Substitutions for Cause: Submit requests for substitution immediately upon discovery of need for change, but not later than 14 days prior to time required for preparation and review of related submittals.

1. Conditions: The Contracting Officer (CO) will consider Contractor's request for substitution when the following conditions are satisfied. If the following conditions are not satisfied, the Contracting Officer (CO) will return requests without action, except to record noncompliance with these requirements:

a. Requested substitution is consistent with the Contract Documents and will produce indicated results.

SUBSTITUTION PROCEDURES 012500 - 3

b. Substitution request is fully documented and properly submitted.

c. If requested substitution involves schedule impact Contractor has identified time impact and a mitigation plan.

d. Requested substitution has received necessary approvals of authorities having jurisdiction.

e. Requested substitution is compatible with other portions of the Work.

f. Requested substitution has been coordinated with other portions of the Work.

g. Requested substitution provides specified warranty.

h. If requested substitution involves more than one contractor, requested substitution has been coordinated with other portions of the Work, is uniform and consistent, is compatible with other products, and is acceptable to all contractors involved.

B. Substitutions for Convenience: The Contracting Officer (CO) will consider requests for substitution if received within 60 days after Notice of Award. Requests received after that time may be considered or rejected at discretion of the Contracting Officer (CO) or the Contracting Officer Representative (COR).

1. Conditions: The Contracting Officer will consider Contractor's request for substitution when the following conditions are satisfied

a. Requested substitution offers the Government a substantial advantage in cost, time, energy conservation, or other considerations, after deducting additional obligations the Government incurs.

b. Requested substitution does not require extensive revisions to the Contract Documents.

c. Requested substitution is consistent with the Contract Documents and will produce indicated results.

d. Substitution request is fully documented and properly submitted.

If requested substitution involves schedule impact Contractor has identified time impact and a mitigation plan.

e. Requested substitution is compatible with other portions of the Work.

f. Requested substitution has been coordinated with other portions of the Work.

g. Requested substitution provides specified warranty.

h. If requested substitution involves more than one contractor, requested substitution has been coordinated with other portions of the Work, is uniform and consistent, is compatible with other products, and is acceptable to all contractors involved.

PART 3 EXECUTION (Not Used)

PAYMENT PROCEDURES 012900 - 1

SECTION 012900 - PAYMENT PROCEDURES

1.1 SUMMARY

A. This Section specifies administrative and procedural requirements necessary to prepare and to process Requests for Payment.

1.2 DEFINITIONS

A. Schedule of Values: A detailed written statement (masterformat/uniformat) furnished by the Contractor outlining the portions of the contract sum, which allocates values (price & percentage) for the various parts of the work and used as the basis for payment application and reviewing progress payments. The Agreement provides further details.

B. Request for Payment: A contractor’s invoice and request for progress payment with substantiating information consistent with approved schedule of values.

1.3 SCHEDULE OF VALUES

1. Coordination: Submit completed Schedule of Values no later than 14 calendar days prior to scheduled date of initial Requests for Payment.

2. Schedules for Phased Work: Where the work is separated into phases, provide Schedules showing values correlated with each phase using the standard format referenced below.

A. Format and Content: Contractor shall be responsible to complete the GSA Schedule of Values Workbook and compile the values into GSA Project Management Information System (PMIS) System. Contractor will enter values into workbook prior to PMIS input and provide associated electronic baseline copy to contracting officer for record.

Contractor will follow guidelines in the Schedule of Values workbook to support GSA PMIS upload.

1. Identification: Complete the following Project Identification fields in the Schedule of Values:

a. Project Name

b. Project Number

c. Project Location, City, State

d. Base Contract Number

e. Task Order Number

f. Modification Number

g. GSA Project Manager

h. Contractor's Name and contact information

i. Date of submittal

2. Provide a breakdown of the Contract Sum in enough detail to facilitate continued evaluation of Requests for Payment and progress reports.

a. Work activity – (by division or specific work activity)

b. Dollar value of each specific work activity – both with an amount in dollars and whole cents, and as a percentage of the Contract Sum to nearest one-hundredth percent. Adjust the amounts to total to the Contract Sum and the percentages to total 100 percent.

c. Each item in the schedule of values and Requests for Payment shall be complete. Include total cost and proportionate share of general overhead and profit for each item. (i.e. no stand alone item for Overhead, and Profit)

d. Modifications that affect value.

e. Update affected work branches and subordinate line items and

f. resubmit the schedule of values before the next Request for Payment when Modifications result in a change in the Contract Sum

g. Line item for mobilization and de-mobilization

h. Line item for close out (% to be negotiated with GSA COR)

PAYMENT PROCEDURES 012900 - 2

3. Options: Provide a separate Schedule of Values for each exercised Option.

4. Each item in the Schedule of Values and Requests for Payment shall be complete. Temporary facilities and other major cost items that are not direct cost of actual work-in-place may be shown either as separate line items in the schedule of values or distributed as general overhead expense, at the government's option.

5. Revise and update workbook in GSA PMIS with all items affecting scope, schedule or cost and resubmit within 14 calendar days as coordinated with project manager or contracting officer. Contractor shall provide a final as-built schedule at project completion. Update affected work branches and subordinate line items and resubmit the schedule of values before the next Request for Payment when Modifications result in a change in the Contract Sum

1.4 REQUESTS FOR PAYMENT

B. Requirements for Requests for Payment are in Section III, Terms and Conditions of the Agreement.

C. Each Request for Payment following the initial Request for Payment shall be consistent with previous Requests.

1. Initial Request for Payment, Request for Payment at time of Substantial Completion, and final Request for Payment involve additional requirements.

D. Payment Request Times: Submit Request for Payment to GSA by the first of the month. The period covered by each Request for Payment is one month, ending on the last day of the month.

1. Submit one paper draft copy (aka pencil copy) of Request for Payment to the CO or enter in GSA PMIS along with construction progress report seven days prior to due date for review by GSA. Provide documentation evidencing the cost of work performed to be included in the Request for Payment. Resolve questions resulting from GSA review of draft Request for Payment and construction progress report prior to submitting Request for Payment.

E. Request Preparation: All payments must be executed by a person authorized to legally bind the Contractor.

1. Entries shall match data on the schedule of values and Contractor's construction schedule. Use updated schedules if revisions were made.

2. Include amounts for work completed following effective date of previous Request for Payment, whether or not payment has been received. Include only amounts for work completed as of effective date of current Request for Payment.

3. Include amounts of Modifications issued before last day of construction period covered by Request.

4. Provide a completed IRA Project Submittal Form reflecting any necessary updates in accordance with the frequency as noted on the LEC, E&ST and HPGB instruction tabs on the IRA Project Submittal Form.

These constitute the minimum required submittals. The Contracting Officer may determine a more frequent submission based on the nature of the project. See Specification, Division One, Submittal Procedures, 013300 and Payment Procedures, 012900.

F. Stored Materials: Differentiate between items stored on-site and items stored off-site.

1. Provide certificate of insurance, and consent of surety to payment, for stored materials.

2. Provide supporting documentation that verifies amount requested, such as paid invoices. Match amount requested with amounts indicated on documentation.

3. Provide summary documentation for stored materials indicating the following:

a. Value of materials previously stored and remaining stored as of effective date of previous Request for Payment.

b. Value of previously stored materials put in place after effective date of previous Request for Payment and on or before effective date of current Request for Payment.

c. Value of materials stored since effective date of previous Request for Payment and remaining stored as of effective date of current Request for Payment.

G. Initial Request for Payment: Administrative actions and submittals that must precede or coincide with submittal of first Request for Payment include the following:

1. List of subcontractors.

2. Schedule of values.

3. Contractor's construction schedule per Agreement (startup if not final).

4. Products list (preliminary if not final).

PAYMENT PROCEDURES 012900 - 3

5. Sustainable design submittal for project materials cost data.

6. Sustainable design action plans.

7. Schedule of unit prices.

8. Submittal schedule (preliminary if not final).

9. List of Contractor's staff assignments.

10. List of Contractor's principal consultants.

11. Copies of building permits.

12. Copies of authorizations and licenses from authorities having jurisdiction for performance of the Work.

13. Initial progress report.

14. Report of preconstruction conference.

H. Request for Payment at Substantial Completion: After GSA issues the Notice of Substantial Completion, submit a Request for Payment less previous payments made for portion of the Work claimed as substantially complete.

1. Include documentation supporting claim that the Work is substantially complete and a statement showing an accounting of changes to the Contract Sum.

2. This Request shall reflect Notices of Substantial Completion issued previously for GSA occupancy of designated portions of the Work.

I. Final Payment Request: The Agreement provides further details

PART 2 - PRODUCTS (Not Used)

PART 3 - EXECUTION (Not Used)

PROJECT MANAGEMENT AND COORDINATION 013100 - 1

SECTION 01 31 00 - PROJECT MANAGEMENT AND COORDINATION

PART 1 GENERAL

1.1 SUMMARY

A. This section includes certain administrative provisions for managing and coordinating construction operations, including but not limited to the following:

1. General project coordination.

2. Coordination drawings.

3. Conservation.

4. Administrative and supervisory personnel.

5. Conferences and meetings.

1.2 GENERAL PROJECT COORDINATION

A. Coordination of Trades: Coordinate construction operations included in the various sections of the Specifications to provide an efficient and orderly installation of each part of the Work. Coordinate construction operations included under different sections of the Specifications that depend on each other for proper installation, connection or operation. Keep pipes, ducts, conduit, and the like as close as possible to ceiling slab, walls, and columns to take up a minimum amount of space. Locate pipes, ducts, and equipment so that they do not interfere with the intended use of eye bolts and other lifting devices. Assure all controls can be reached and operated.

1. Schedule construction operations in the sequence required to obtain the best results where the installation of one part of the Work depends on installation of other components before or after that part.

2. Coordinate installation of different components to provide maximum accessibility for required maintenance, service, testing and repair.

3. Minimize roof penetrations.

B. Notification: Prepare and distribute memoranda to each party involved, outlining special procedures required for coordination. Include notices, reports and meeting minutes as part of the memoranda.

C. Administrative Procedures: Coordinate scheduling and timing of administrative procedures with other construction activities to avoid conflicts and promote orderly progress of the Work. Administrative procedures include but are not limited to the following:

1. Preparation of schedules.

2. Installation and removal of temporary facilities.

3. Security packages and systems by others (i.e. U.S. Marshals Service (USMS), Federal Protective Service (FPS), tenants, etc.)

4. Audio Visual (AV) and technology requirements and packages for tenants and/or end users.

5. Telecommunication, data, internet and other tele-work systems for GSA, tenants and/or end users.

6. Delivery and processing of submittals.

PROJECT MANAGEMENT AND COORDINATION 013100 - 2

7. Progress meetings.

8. Project closeout activities.

9. Startup and adjustment of systems.

D. Art Protection

1.3 COORDINATION DRAWINGS

A. Prepare coordination drawings and/or BIM model and data where coordination is needed for installation of products and materials fabricated by separate entities, and prepare coordination drawings where limited space availability necessitates maximum use of the space for efficient installation of different components.

1. Show the relationship of components from the separate shop drawings. Indicate functional and spatial relationships of components of architectural, structural, civil, mechanical, and electrical systems

2. Indicate required installation sequences.

3. Indicate minimum access space requirements for routine maintenance and for anticipated replacement of components during the life of the installation.

4. Show locations and sizes of all access doors on vertical and horizontal surfaces throughout the facility.

5. Provide vertical and horizontal dimensions necessary to locate each component and avoid conflicts within the space.

6. Comply with shop drawing requirements for sheet size and submittal methods specified in Section 01 33 00 Submittal Procedures.

B. Develop BIM elements delineating equipment and system installations in mechanical and electrical rooms and spaces where two or more entities will provide the work and separate shop drawings are insufficient to show coordination. Refer to GSA FY23 01 78 25 BUILDING INFORMATION MODELING with CDX and REGIONAL STANDARD.

C . Work installed prior to full coordination and resolution of detected clashes shall be at the Contractor's risk. Subsequent relocations required to avoid interferences shall be made without additional expense to the Government. In the event that interference develops, the Government will decide which work shall be relocated, regardless of which was installed first.

D . Coordinate BIM model with GSA FY23 01 36 00 COBIE (Construction Operations Building information exchange) requirements.

1 . Digital Data Software Program: Utilize the latest version of AutoDesk BIM software authorized by the GSA GEAR team and accepted by the CO.

2 . File Preparation Format: Same digital data software program, version, and operating system as the original Drawings.

3 . File Submittal Format: Same digital data software program, version, and operating system as the original Drawings and Portable Document Format (PDF).

a. Digital Data Software Program: Utilize the latest version of AutoDesk BIM software authorized by the GSA GEAR team and accepted by the CO.

b. File Preparation Format: Same digital data software program, version, and operating system as the original Drawings.

c. File Submittal Format: Same digital data software program, version, and operating

PROJECT MANAGEMENT AND COORDINATION 013100 - 3

system as the original Drawings and Portable Document Format (PDF).

1.3 CONSERVATION

A. Coordinate conservation of energy, water and materials in the conduct of construction operations.

Salvage materials and equipment involved in the performance of, but not incorporated into, the Work.

B. Comply with Green Purchasing Plan requirements.

1.4 ADMINISTRATIVE AND SUPERVISORY PERSONNEL

A. The Contractor shall provide administrative and supervisory personnel for proper performance of the Work.

B. Safety and Health Officer: Provide a safety and health officer whose duties shall consist of developing and implementing safety and health programs specified in GSA FY23 01 59 50 SAFETY and HEALTH

C. Provide a waste management coordinator whose duties shall consist of developing and implementing a program for maximizing recycling of waste.

1.5 CONFERENCES AND MEETINGS

A. Schedule and conduct meetings and conferences at the project site, unless otherwise indicated.

Inform participants and others involved, and individuals whose presence is required, of date and time of each meeting. Notify the Contracting Officer and Construction Manager of scheduled meeting dates and times. The Contractor shall prepare the meeting agenda and distribute to all invited attendees at least 48 hours prior to the meeting. Record significant discussions and agreements achieved and submit draft minutes to the CM and GSA COR for review and approval within three business days after the meeting. Distribute the meeting minutes to the project team via PMIS.Preconstruction Conference: The government shall schedule a preconstruction conference before issuance of the NTP or starting construction at a time and place convenient to the Contractor. The preconstruction conference shall review responsibilities and personnel.

1. Attendees: Participants at the conference shall be familiar with the project, shall be authorized to conclude matters relating to the Work, and shall minimally include representatives of the following parties:

a. GSA representatives

b. A/E Design Team

c. Tenant occupants

d. CMa (Construction Manager as advisor)

e. CxP (Commissioning Provider)

f. Primary design consultants

g. Contractor

h. Primary subcontractors

i. Major suppliers

j. Other concerned parties

PROJECT MANAGEMENT AND COORDINATION 013100 - 4

2. Agenda: Subjects for discussion shall include items of significance that could affect progress, including but not limited to the following:

a. Project Communications (PMIS)

b. Tentative construction schedule

c. Critical work sequencing

d. Designation of responsible personnel

e. Procedures for processing field decisions and Change Orders

f. Procedures for processing Applications for Payment

g. Distribution of Contract Documents

h. Submittal of Shop Drawings, Product Data, and Samples

i. LEED requirements including CxP overview of systems to be commissioned

j. Preparation of Record Documents

k. Use of the premises

l. Parking availability

m. Office, work, and storage areas

n. Equipment deliveries and priorities

o. First aid and reporting injuries/incidents

p. Project Safety and Health program

q. Security

r. Housekeeping and progress cleaning

s. Working hours

t. Energy and resource efficiency / sustainability

u. Waste management

v. Commissioning

B. Progress Meetings: The Government or designee shall conduct progress meetings at the Project Site at regular intervals. Dates of meetings shall be coordinated with preparation of the payment request.

1. Attendees: In addition to the Contractor's and Government's representatives, each subcontractor, supplier, or other entity concerned with current progress or involved in planning, coordination, or performance of future activities shall be represented. All participants at the conference shall be familiar with the Project and authorized to conclude matters relating to the Work.

2. Agenda: Review and correct or approve minutes of the previous progress meeting. Review other items of significance that could affect progress. Include topics for discussion as appropriate to the status of the Project.

a. Contractor's Construction Schedule: Review progress since the last progress meeting. Determine where each activity is in relation to the Contractor's Construction Schedule, whether on time or ahead or behind schedule. Determine

PROJECT MANAGEMENT AND COORDINATION 013100 - 5

how construction behind schedule will be expedited; secure commitments from parties involved to do so. Discuss whether schedule revisions are required to ensure that current and subsequent activities will be completed within the Contract Time. Provide 12 week schedule look ahead. [Coordinate further with team and legal on GSA FY23 01 31 10 CRITICAL PATH METHOD CPM SCHEDULING for PROSPECTUS PRJECTS or GSA FY23 01 31 20 CRITICAL PATH METHOD CPM

SCHEDULING for BELOW PROSPECTUS PROJECTS.

b. Review the present and future needs of each entity present, including but not limited to the following:

1) Interface requirements

2) Time

3) Sequences of operations.

4) Status of submittals.

5) Deliveries.

6) Off-site fabrication.

7) Access.

8) Site utilization.

9) Temporary facilities and controls.

10) Hours of work.

11) Hazards and risks.

12) Housekeeping and progress cleaning.

13) Quality and work standards.

14) Change Orders.

15) Documentation of information for payment requests.

16) Updating Record Documents.

3. Schedule Updating: The Contractor shall revise the Contractor's Construction Schedule after each progress meeting where revisions to the schedule have been made or recognized. The revised schedule shall be issued concurrently with the report of each meeting.

1.6 UTILITY SERVICE INTERRUPTIONS

A. Utility Service Interruption Plan: Within 21 calendar days from Notice to Proceed (NTP) Contractor shall submit a utility service interruption plan for the project. Plan shall include dates and times of each scheduled interruption, with estimated period of outage, list of existing equipment that will be affected by the interruption, proposed sequence of equipment shut-down and start-up, and responsible personnel.

1. Keep interruptions and periods of interruption to a minimum.

2. Schedule interruptions during times when the facility is unoccupied.

3. Plan must be approved in writing by the Building Manager and the GSA. If not approved, consult with

PROJECT MANAGEMENT AND COORDINATION 013100 - 6

the Building Manager, and revise and resubmit the plan until approved.

B. Coordination of Interruptions: Sufficiently in advance of each scheduled utility interruption, the Contractor shall issue a notice to all affected parties, confirming each provision of the interruption, or canceling and rescheduling. Coordinate with the Building Manager and GSA's representative, and confirm that the responsible personnel are prepared to execute the shut-down and start-up of affected existing equipment, prior to each interruption.

1.7 SUBMITTALS

A. Subcontract List: Within 14 calendar days from Notice to Proceed (NTP) 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 entities 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. Coordination Drawings: Comply with the shop drawing requirements specified in Division 1 Section "Submittal Procedures".

B. Waste Management Plan: Within 21 calendar days after commencement of construction, submit the waste management plan, followed by monthly implementation reports.

C. Staff Names: Within 14 calendar days after commencement of construction, submit a list of principal staff assignments, including the superintendent and other primary personnel at the Project site.

Identify individuals by name, duties and responsibilities, home address, and business and home telephone numbers.

1. Post copies of this list in GSA's Project Management System, in the project meeting room, temporary field office and at each temporary telephone location.

D. Utility Service Interruptions: No later than 30 calendar days prior to the first planned interruption, submit the utility service interruption plan, followed by confirmed scheduled shut-down notices at least 3 calendar days prior to each interruption.

PART 2 PRODUCTS (Not applicable)

PART 3 EXECUTION

3.1 GENERAL COORDINATION PROVISIONS

A. Inspection of Conditions: Prior to installations, require the installer of each major component to inspect both the substrate and conditions under which work is to be performed.

1. Do not proceed until unsatisfactory conditions have been corrected in an acceptable manner.

2. Coordinate temporary enclosures with required inspections and tests to minimize the necessity of uncovering completed construction for that purpose.

B. Construction in Progress: Keep construction in progress, and adjoining materials in place, clean during handling and installation. Apply protective coverings where required for protection from damage or deterioration.

PROJECT MANAGEMENT AND COORDINATION 013100 - 7

C. Completed Construction: Clean completed construction, and provide maintenance, as frequently as necessary to prevent damage or soiling or other deterioration through the remainder of the construction period. Adjust and lubricate operable components as necessary to assure operability without damage.

END OF SECTION 01 31 00

CRITICAL PATH METHOD (CPM) SCHEDULING for PROSPECTUS PROJECTS 013110 - 1

SECTION 013110 - CRITICAL PATH METHOD (CPM) SCHEDULING for PROSPECTUS PROJECTS

PART 1 GENERAL

1.1 SUMMARY:

The Contractor shall use a CPM Project Schedule to plan, coordinate, and perform the Work. The Project Schedule shall be a rational, reasonable and realistic plan for completing the Work, and conform to requirements specified in this specification section and elsewhere in this Contract. The Project Schedule shall depict all activities necessary to complete the design and construction of the project, including, as applicable, all submittal and submittal review activities, all procurement activities, and all field activities, including mobilization, construction, start-up, testing, balancing, commissioning, and punch-list.