A23 Attachment 01 Pentagon Requirements Document Sample.pdf

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Attached to
WHS Multiple Award Construction Contract II (MACC II)
Solicitation number
HQ003421R0003
Issued by

About this file

This is a solicitation for the Multiple Award Construction Contract II (MACC II) indefinite-delivery, indefinite-quantity (IDIQ) contracts. The requirement is a 100% HUBZone small business set-aside to provide design-build and design-bid-build construction, alteration, and repair services at various Government facilities within the Washington Headquarters Services area. Work includes renovation of commercial and industrial buildings, sustainment and modernization of existing facilities, and repair of buildings. The ceiling value for each MACC II IDIQ contract is $150 million over a potential 10-year ordering period. We expect to award contracts to several responsible HUBZone small businesses and anticipate many task orders valued between $500 thousand to $15 million. Some task orders may be up to $20 million, with a minimum guarantee of $10,000 for each contract. Response is due by the date specified in the solicitation.

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A23 Exhibit H DD254 Contract Security Classification Specification - Post 7 R1.pdf PDF
A23 Attachment 18 Answered RFIs R2 (18 Aug 2021).pdf PDF
A23 HQ003421R0003-0011 WHS MACC II Solicitation Amend 11 (20 Aug 2021).pdf PDF
A23 HQ003421R0003-0010 WHS MACC II Solicitation Amend 10 (27 Jul 2021).pdf PDF
A23 Attachment 10 Davis-Bacon WD PA20210073 R9 (23 Jul 2021).pdf PDF
A23 Attachment 18 Answered RFIs R1 (26 Jul 2021).pdf PDF
A23 Attachment 09 Davis-Bacon WD VA20210013 R6 (23 Jul 2021).pdf PDF
A23 Exhibit A SOW Post 7 R2 2021_0726 (Final).pdf PDF
A23 Exhibit K Pre-Proposal RFI 064 TR Room Location (9 Jun 2021).pdf PDF
A23 Exhibit F Contractor Modification Price Proposal Template (Jul 2021).xlsx XLSX spreadsheet
A23 Attachment 10 Davis-Bacon WD PA20210073 R8 (16 Jul 2021).pdf PDF
A23 Attachment 18 Answered RFIs (20 Jul 2021).pdf PDF
A23 HQ003421R0003-0009 WHS MACC II Solicitation Amend 9 (20 Jul 2021).pdf PDF
A23 Exhibit A SOW Post 7 R1 2021_0714 (Final).pdf PDF
A23 HQ003421R0003-0008 WHS MACC II Solicitation Amend 8 (19 Jul 2021).pdf PDF
A23 Attachment 05 Past Performance Questionnaire R2.docx DOCX document
A23 Attachment 17 DD2345 Militarily Critical Technical Data Agreement.pdf PDF
A23 Attachment 16 Joint Venture Participant Concerns Small Business Representations.docx DOCX document
A23 Attachment 10 Davis-Bacon WD PA20210073 R6 (9 Jul 2021).pdf PDF
A23 Attachment 15 Sample Client Authorization Language.pdf PDF
A23 Attachment 11 Key Personnel Qualifications (Seed Project) R2.docx DOCX document
A23 HQ003421R0003-0007 WHS MACC II Solicitation Amend 7 (9 Jul 2021).pdf PDF
A23 Attachment 14 Pass-Fail Gateway Criteria Checklist R0.docx DOCX document
A23 HQ003421R0003-0006 WHS MACC II Solicitation Amend 6 (2 Jul 2021).pdf PDF
A23 Attachment 11 Key Personnel Qualifications (Seed Project).docx DOCX document
A23 Exhibit B Seed Project Attachments (29 Mar 2021) - CUI.zip ZIP file
A23 Attachment 06 DD Form 254 MACC II IDIQ Pentagon R1 (Draft).pdf PDF
A23 Attachment 02 Pentagon SOW Attachments.zip ZIP file
A23 Exhibit G Experience-Offeror (12 Jun 2021).docx DOCX document
A23 Exhibit I 1st Floor Plan - Portal 7 RRMC-21-00010 17 May 2021 R1 - CUI.pdf PDF
A23 Attachment 11 Key Personnel Qualifications (Seed Project).docx DOCX document
A23 Exhibit J Site Walk Sign-in Sheets_Redacted.pdf PDF
A23 Exhibit H DD254 Contract Security Classification Specification - Post 7 R0.pdf PDF
A23 Attachment 09 Davis-Bacon WD VA20210013 R5 (4 Jun 2021).pdf PDF
A23 Attachment 07 DD Form 254 MACC II IDIQ RRMC R1 (Draft).pdf PDF
A23 HQ003421R0003-0005 WHS MACC II Solicitation Amend 5 (25 Jun 2021).pdf PDF
A23 Attachment 05 Past Performance Questionnaire R1.docx DOCX document
A23 HQ003421R0003-0004 WHS MACC II Solicitation Amend 4 (17 Jun 2021).pdf PDF
A23 HQ003421R0003-0003 WHS MACC II Solicitation Amend 3 (17 Jun 2021).pdf PDF
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A23 HQ003421R0003-0001 WHS MACC II Solicitation Amend 1 (24 May 2021).pdf PDF
A23 Attachment 13 Site Walk RFI Template.docx DOCX document
A23 Attachment 07 DD Form 254 RRMC.pdf PDF
A23 Exhibit E Construction Cost Estimate Template (Apr 2021).xlsx XLSX spreadsheet
A23 Attachment 05 Past Performance Questionnaire.docx DOCX document
A23 Attachment 01 Pentagon_Specific Requirements.pdf PDF
A23 Attachment 06 DD Form 254 Pentagon.pdf PDF
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Text version

FOR OFFICIAL USE ONLY

SECTION C

Statement of Work For

Project Name [Get Project Name from LCPM]

[Green Text: Not SOW text. Instructions to SOW writer. Delete before sending out for review.

Blue Text: SOW text. May be edited or removed from SOW.

Black Text: SOW text. Don’t edit or remove from SOW without LCPM approval.]

Date

[Remove “DRAFT” prior to sending it to AD]

FOR OFFICIAL USE ONLY

Project Name i Date

Table of Contents

1.0 PROJECT OVERVIEW

2.0 TECHNICAL REQUIREMENTS

3.0 SUBMITTALS REQUIREMENTS

4.0 ATTACHMENTS

[Right click on the above table and update the page numbers]

FOR OFFICIAL USE ONLY SOW Form – Ver. 9 (01/24/2020)

Project Name SOW (Ver. 9) Page 1 of 20 Date

1.0 PROJECT OVERVIEW

1.1 Project Description: [Note: from UFGS 01 11 00, Section 1.2.1] The work includes [Briefly describe the project (such as facility to be constructed and square footage, building shell construction, foundation) and the types of work involved in sufficient detail so as to present a general picture which is self-contained but does not refer to the drawings or to other parts of the specification. Mention peculiar or hazardous work, and monitoring of archaeological resources.] and incidental related work.

1.2 Project Location:

[For work at the Pentagon] The principal place of performance is at the Pentagon, 1155 Defense Pentagon, Washington, D.C. 20301- 1155. The term "Pentagon" means that area of land (consisting of approximately 227 acres) and improvements thereon, including parking areas, located in Arlington County, Virginia, containing the Pentagon Office Building and its supporting facilities (10 U.S.C. 2674(f)(3)).

[For work at the Mark Center] The principal place of performance is at the Mark Center Campus, 4800 Mark Center Drive, Alexandria, VA 22350-0002. The term "Mark Center Campus" means that area of land (consisting of approximately 16 acres) and improvements thereon, including parking areas, located in Alexandria, Virginia (10 U.S.C.

2674(f)(4)).

[For work at Raven Rock Site R] The principal place of performance is at the Raven Rock Mountain Complex Site R in Adams County, PA 17320-8922. The term "Raven Rock Mountain Complex" means that area of land (consisting of approximately 720 acres) and improvements thereon, including parking areas, at the Raven Rock Mountain Complex and its supporting facilities located in Maryland and Pennsylvania (10 U.S.C. 2674(f)(5)).

[For work at Raven Rock Site C] The principal place of performance is at the Raven Rock Mountain Complex Site C in Washington County, MD, 21719-1701. The term "Raven Rock Mountain Complex" means that area of land (consisting of approximately 720 acres) and improvements thereon, including parking areas, at the Raven Rock Mountain Complex and its supporting facilities located in Maryland and Pennsylvania (10 U.S.C. 2674(f)(5)).

The primary area of work is [Insert general description or bulleted list]. Refer to SOW Attachment A17:

“Project Aerial Location Plan and Area of Work Plan(s).”

1.3 Delivery Method and Scope:

The project uses design-build [choose design-build or design-bid-build] project delivery. The Contractor must provide all services, materials, supplies, equipment, and supervision necessary to deliver a complete, usable, and code compliant project on time and within budget.

1.4 Occupancy of Premises: [Note: from UFGS 01 11 00, Section 1.5] Building(s) will be occupied during performance of work under this Contract. Contractor shall post occupancy notifications in a prominent location in the work area.

Project Name SOW (Ver. 9) Page 2 of 20 Date

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

Contractor should reference SOW Attachment A2: “WHS Building Code Rev. 7.0” Appendix B and SOW Attachment A1: “FSD Construction Management General Requirements” Section 3.1.2 for a brief description of permit requirements.

Common Permits:

• Permits:

• Building Code Permit

• Confined Space Permit

• Excavation Permit

• Hot Work Permit

• Photo Permit

• Use of Space on the Pentagon Reservation Permit

• Land Disturbing Activity (LDA) Permit

• Virginia Construction General Permit

1.5 Existing Work: [Note: from UFGS 01 11 00, Section 1.6]

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

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

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

1.6 Utility Outage Requests and Utility Connection Requests: [Note: from UFGS 01 11 00, Section 1.7] Contractor shall schedule work to minimize outages. For utility outages and connections required during the execution of work that affect existing systems, schedule outside the regular working hours or on weekends, as approved by the Government. Contractor shall schedule utility outages and connections to minimize disruptions to the Government. No additional payment will be provided for utility outages and connections required to be performed Off Hours.

Contractor shall submit requests for utility outages and connections in writing to the Government for approval in advance of the time required. In each request, Contractor shall state the system involved, area involved, approximate duration of outage, and the nature of work involved.

Contractor is responsible for verifying, coordinating with, and safeguarding all existing utilities within the projects vicinity before starting work near those utilities. All utilities necessitating relocation are to be relocated by the Contractor. When relocation of utilities is identified, the Contractor shall provide information to determine where the utility can be cut or relocated, and the Contractor shall trace the utility to determine its origin and terminus and coordinate with any OGC’s, owners, or outside parties necessary.

Project Name SOW (Ver. 9) Page 3 of 20 Date

Abandoned utilities that are located shall be traced and demolished to the point of origin, or a location approved by the Government.

1.7 Location of Underground Utilities: [Note: from UFGS 01 11 00, Section 1.8] Contractor shall obtain an excavation permit prior to start of excavation. This permit shall be used for any work on the Pentagon reservation that may disrupt underground communication or utility lines, or above ground right of ways (including work that will penetrate more than 6” below ground level). Prior to submittal, the contractor must contact Miss Utility, convey the scope of the dig and obtain a clearance number. Verify existing utility locations indicated on contract drawings, within area of work.

1.8 Safety Requirements:

The Occupational Safety & Health Branch (OSHB) recognizes American Conference Government Industrial Hygienists (ACGIH) numbers which are more stringent than OSHA air quality numbers. Refer to SOW Attachment J: “Safety Requirements” for safety requirements and SOW Section 3.0 for Safety submittal requirements.

1.9 Hazardous Materials and Contaminated Soils:

The Contractor must notify the KO, Government COR/GPM and the Standards and Compliance Division (SCD) immediately if any contamination is found in the Project Area (SOW Attachment A17) between Notice to Proceed and Contract Completion. The Contractor must apply professional experience and receive Government approval on the process of excavation, disposal, replacement, and remediation of all contaminated soil found inside the area of work according to SOW Attachment A15: “Guidance Document for Proper Handling of Soil” at the Pentagon Reservation. Disposal of all material must be the responsibility of the Contractor. Contractor must refer to SOW Attachment A1: “FSD Construction Management General Requirements” for further information.

There is a high probability that contamination will be encountered during any soil work. Contractor shall provide all required hazardous material testing for Government review on all projects requiring soil work.

1.10 Delivery Date: [PM, note that this section might be restructured for specific projects] Contractor must deliver this project as ‘Contract Complete’ no later than # Calendar Days after Notice to Proceed. [If completion is driven by a specific date, then replace # Calendar Days with specific date] Reference section 2.2.3 Project Specific Sequencing for further requirements. [If the project includes phased work or unexercised optional tasks, a table is suggested to illustrate concurrent or consecutive performance and completion period by contract line item and work element name.

The table below is a sample. Fill in with project-specific info.].

CLIN Description Type Performance Complete Within 0001 Design Basic Award Concurrent with CLIN 0002 ## Days After NTP 0002 Renovate Room X Basic Award Concurrent with CLIN 0001 ## Days After NTP 0003 Renovate Room Y Basic Award Consecutive To CLIN 0002 ## Days After NTP 1002 Room X Upgrade Option 1 Concurrent with CLIN 0002 ## Days After NTP 1003 Room Y Upgrade Option 2 Concurrent with CLIN 0003 ## Days After NTP

The Contractor must refer SOW Attachment A1, Section 8.0 for Contract Completion requirements and SOW Attachment K: “ECM Scheduling Specification” for post award scheduling requirements.

Project Name SOW (Ver. 9) Page 4 of 20 Date

2.0 TECHNICAL REQUIREMENTS

[Use if 35% Package from EAD] For additional supporting information, refer to SOW Attachment A18: “Technical Requirements Supporting Documents”, which includes a Basis of Design (BOD), Technical Requirements Narrative/Specifications, and Drawings. The drawings and BOD Report are intended for the Contractor’s reference as Bridging Documents for the Contractor’s use in developing full Construction Documents. The Contractor must validate and verify all requirements presented in the Technical Requirements Package and provide all levels of effort to produce a complete, useable, and code compliant project. The SOW must prevail if any requirements identified in this SOW conflict with the Technical Requirements Package. Where applicable codes conflict with SOW Attachment A9: “Wedge 1 Universal Space Plan (W1 USP) Technical Workbook” and A10: “Wedges 2-5 Universal Space Plan (W2-5 USP) Technical Workbook,” the applicable codes shall prevail.

[OR]

[Use for 100% Package from EAD] For additional supporting information, refer to SOW Attachment A18: “Technical Requirements Supporting Documents”, which includes a Basis of Design (BOD), Technical Requirements Narrative, Specifications, and Drawings stamped by the Designer of Record (DOR). The Contractor must validate all requirements presented in the Technical Requirements Package and provide all levels of effort to produce a complete, useable, and code compliant project. The SOW must prevail if any requirements identified in this SOW conflict with the Technical Requirements Package. Where applicable codes conflict with SOW Attachment A9: “Wedge 1 Universal Space Plan (W1 USP) Technical Workbook” and A10: “Wedges 2-5 Universal Space Plan (W2-5 USP) Technical Workbook,” the applicable codes shall prevail.

[OR]

[Use if Criteria Package from PCD] – For additional supporting information, refer to SOW Attachment A18: “Technical Requirements Supporting Documents”, which includes as-built documents, site maps, and load requirements.

2.1 Task Requirements

Contractor must provide all design, labor, equipment, materials, and management to execute the following work and provide all levels of effort to produce a complete, useable, and code compliant project.

[Note: For the SOW “bullet” formatting, use: A, 1, a.]

2.1.1 Base: [Insert Work Element Name]

[Insert a summary of Base Work here.

Reference General Requirement sections as needed and avoid duplication with Gen Reqs sections.

Reference UFC 1-300-09N as required for guidelines on the level of design required for each design document submission and avoid unnecessary duplication with that document.]

[Break work out by task, then spec section for Base and each Option Item i.e.:

A. – [Task Name] A.1 – [Spec Section]]

A.

2.1.2 Option Item 1: [Insert Work Element Name. Note: Construction should avoid use of options as much as possible. Options can be very useful for unit priced work where the Government wants to reserve a right to increase quantity at a pre-determined price.]

[Insert a summary of Option 1 Work here]

Project Name SOW (Ver. 9) Page 5 of 20 Date

A.

2.2 Project Constraints:

2.2.1 Work Hours: Contractor shall complete work during normal hours. Normal Hours are from 0600 to

1800 hours on Government work days. Government may require the Contractor to conduct work Off Hours when work significantly disrupts normal building operations or disturbs building occupants.

Off Hours are defined as Government work days between 1800 to 0600 hours, and all day Saturday and Sunday.

Contractor must follow SOW Attachment A4: “Pentagon Facility Guide Specifications” Specification 01 11 00 Section 1.10.3 “Noise Protection” for allowable noise levels during Normal Hours. The Government requires all noise generating activities exceeding 85dB to be completed during Off Hours.

A. Federal Holidays: Off Hours do not include Federal Holidays or when the Federal property work site is closed due to an emergency or adverse weather conditions. Contractor must not conduct work on Federal Holidays or when the Federal property work site is closed without the Government’s written approval. The Government can only approve Federal Holiday work that is

(1) essential to performance and (2) unavoidable. The Government can only approve Federal Holiday work when the Federal property work site is closed for an emergency reason that is (1) essential to performance and (2) unavoidable.

B. Off Hours Work Approval: Work outside regular working hours requires Contracting Officer Representative (COR) approval. Make a written request 7 (seven) [Confirm with LCPM] calendar days prior to such work to allow arrangements to be made by the Government for inspecting the work in progress, giving the specific dates, hours, location, type of work to be performed, contract number and project title. Based on the justification provided, the Contracting Officer Representative (COR) may approve work outside Normal Hours. During periods of darkness, the different parts of the work must be lighted in a manner approved by the Contracting Officer Representative and FSD Safety Officers. [paragraph is from UFGS 01 14 00 Section 1.5.6 – check for updates]

2.2.2 HRP Seasonal Considerations: The annual cooling season at the Pentagon’s Heating & Refrigeration

Plant (HRP) begins on or about April 15th and ends on or about October 15th. Any work that involves an impact to the HRP chiller plant must be performed outside of the cooling season. Requests to perform chiller outages during the cooling season must be approved by the Government in writing.

[Confirm sequencing with HRP]

The annual heating season at the Pentagon’s HRP begins on or about October 15th and ends on or about April 15th. Any work that involves an impact to the HRP boiler plant must be performed outside of the heating season. Requests to perform chiller outages during the cooling season must be approved by the Government in writing. [Confirm sequencing with HRP]

2.2.3 Project Specific Sequencing: [PM to identify any specific sequencing requirements here, i.e. if we expressly want construction to begin @ anything prior to IFC’s or if there is intermittent Construction/Commissioning (Cx) Testing. PM to make seasonal considerations for work conducted at facilities like the HRP.]

Project Name SOW (Ver. 9) Page 6 of 20 Date

2.2.4 Contractor Personnel: Construction and design work must be performed by U.S. companies using U.S. persons (e.g., an individual who has been lawfully admitted for permanent residence as defined in 8 U.S.C.1 101(a)2 or who is a protected individual as defined by title 8 U.S.C. 1 324b). [Confirm the following with AD: Most of the work managed by CMD can be done by U.S. persons. Any work that requires a security clearance or access to classified materials is limited to U.S. Citizens]

2.2.5 Key Personnel: Dual roles will not be permitted for this project. Contractor must refer to SOW

Attachment A1, Section 2.0 “Key Personnel” for further requirements. The Contractor’s Quality Control Manager (QCM) and Superintendent must not be the same person. [Confirm dual roles with

LCPM]

2.2.6 Personnel Working on Facility Related Control System (FRCS): Contractor must connect FRCS to the Building Automated System (BAS). Contractor must obtain approval from the Government and PBMO for programming work on FRCS.

The Pentagon Facility Related Control System (FRCS) utilizes equipment automation components to operate and monitor utilities such as the electrical, HVAC, lighting, sewage management, plumbing and specialized configurations. Currently, the vast majority of these equipment automation components utilize Johnson Controls (JCI) or JCI subsidiary hardware and software systems, but is also comprised of various supervisory control and data acquisition systems throughout the Pentagon Reservation. These include, but are not limited to:

[Check with PBMO for systems to be included and add them]

The contractor shall provide to the government systems that are more efficient, resilient and robust through the implementation of new technologies and design under this contract. The Pentagon FCRS utilizes the JSP Coral transport, as the main backbone network to connect all its IT equipment and field supervisory devices. The Pentagon FRCS also utilizes hundreds of serial communication branches to interconnect the multiple systems and supervisory devices.

The Contractor shall have the appropriate licenses, certifications, proprietary tools, and necessary expertise to perform duties as required. Contractor shall provide copies of all required factory direct certifications upon request and prior to the commencement of any work being performed.

[Check with PBMO for certs and licenses required for different types of system work]

2.2.7 Access Control Documents: The Contractor must obtain Access Control Documents in order to gain access to the project location. The Government will provide instructions for obtaining Access Control Documents and other supplemental information during the Project Kick-Off Meeting. Refer to SOW Attachment A1, Section 3.0 for further access, badging and escort information.

2.2.8 Photographs/Cameras: The Contractor and any affiliated Sub-Contractors associated with the Awarded Contract must sign a Non-Disclosure Agreement (NDA) not to publish any photographs on their websites or for use other than official use pertaining to meeting contract requirements.

Contractors and any affiliated Sub-Contractors associated with the Awarded Contract must obtain a Photo Permit prior to taking photographs on the Pentagon Reservation. Contractor must coordinate with the Government for review and approval of photographs taken.

Project Name SOW (Ver. 9) Page 7 of 20 Date

A. Contractor must refer to SOW Attachment C1: “IC Tech Spec ICD-ICS 705” for specific requirements on taking photos of wall construction phasing for secure spaces.

2.3 Work Performed by Other Government Contractors (OGCs) and OGC Coordination:

[PMs to choose from the following and add more as needed] The Government contracts with OGCs for some work related to this project. Contractor shall make every reasonable effort to accommodate OGCs and avoid interference with the performance of work by the OGCs, as scheduled by the OGCs or by the Government. Contractor shall take coordination direction from the Government.

Contractor is responsible for effective planning and management of OGC coordination within schedule requirements. Contractor is responsible for all unexcused delays.

2.3.1 Information Technology (IT): [Confirm with JSP]

A. Contractor Responsibility: Contractor must provide and install continuous conduit pathway and pull-strings for all IT cabling. The Contractor must be responsible for coordinating with the OGC for size, locations, numbers, and capacities to support a full and complete installation of the IT system. For additional requirements, Contractor must refer to SOW Attachment B1: “JSP Telecommunications Distribution IT Standards”.

B. OGC Responsibility: IT cabling will be provided by an OGC.

2.3.2 Security: [Confirm with PFPA]

A. Contractor Responsibility: The Contractor must provide and rough-in infrastructure for connection of OGC-provided security equipment such that equipment will operate as intended. Examples of Contractor-provided items must include (but not be limited to) all plugs, receptacles, wire, cable, conduit, flexible conduit, pull-strings, access controlled doors, and outlet boxes or fittings.

Contractor must coordinate all design for locations of junction boxes and routing of conduit to be hidden from public view and painted to match existing finishes.

1. Control Panel/MDU Rough-in: Contractor must provide rough-ins and power for up to [#] MDUs; locations contingent upon design. At each MDU location, Contractor must provide a 5’ x 3’ space for MDU installation with a dedicated 120 VAC 20 AMP circuit above fed from a life safety electrical panel. Contractor must provide an above ceiling junction box to cap wires. Contractor must provide and install a 2’W x 4’H x ¾”D fire retardant plywood to accommodate the alarm panel components installed by OGC. Fire retardant treated plywood must meet the maximum flame spread and smoke developed indicies established in NFPA 90A and the IMC for use in a plenum space.

2. Access Controlled Doors: Contractor must provide and install access controlled doors and rough-ins at all points of entry.

a. Contractor must provide and install GSA approved pedestrian and door deadbolt meeting

Federal Specifications FF-L-2890B standards, which provide single motion egress and with integral request to exit functions at access controlled doors.

b. Where crash bars are required on access controlled doors, an exit device with electrified trim and integral request-to-exit switch must be provided by the Contractor. Devices must be 24VDC fail secure. Electric Latch Retraction devices are not acceptable (e.g. Corbin Russwin ED5000 series and the Sargent 8876xET Exit Device).

Project Name SOW (Ver. 9) Page 8 of 20 Date

c. All doors meeting Federal Specifications FF-L-2890B must be provided with a transfer hinge and a pathway from the locking device to the wire transfer hinge and to the junction box above the door on the interior side of the area by the Contractor.

d. All access controlled doors and frames must be prepared for by the Contractor with a pocket recessed HSS with pathway to the junction box above the entry door on the interior side of the area.

e. Contractor must provide ASSA ABLOY compatible cylinder housing.

B. OGC Responsibility: Typical OGC-provided security equipment includes (but is not limited to) Multi-node Data-Gathering Units (MDUs), card readers, Passive Infrared Sensors (PIR), recessed high security switches (HSS), cameras, and low voltage wiring.

2.3.3 Commissioning (Cx): [Confirm with Chinook]

A. Contractor Responsibility: Contractor must coordinate and work with Government 3rd party Cx Specialist and must perform commissioning of all systems (as determined by Contractor’s DOR).

For further Cx requirements, the Contractor must refer to SOW Attachment A1, Section 7.0 and all SOW Attachment D documents. Contractor must ensure all project commissioning requirements are met.

B. OGC Responsibility: OGC will prepare the project Commissioning Plan and observe commissioning activities.

2.3.4 Toilet Accessories: [Confirm if PBMO Environment OGC approval is required and which equipment they will furnish, if any.] A. Contractor Responsibility: Contractor must coordinate the selection of all toilet accessories with the

Government and the PBMO Environmental OGC, including waste receptacles, soap dispensers, toilet tissue dispensers, sanitary napkin disposal units, paper towel dispensers, and toilet seat cover dispensers.

B. OGC Responsibility: OGC will furnish [insert if applicable].

2.4 Sustainability and Green Building Requirements:

2.4.1 Contractor must refer to SOW Attachment A1 Section 6.7 for sustainability design requirements.

2.4.2 Contractor must comply with Leadership in Energy and Environmental Design (LEED) requirements and ensure the project is eligible for certification under the U.S. Green Building Council (USGBC) LEED v4 rating system. [Confirm if project will be LEED or not with ESEB]

2.5 Finishes and Material Samples:

2.5.1 Work Sample/Mock-Up(s): The Contractor must provide an on-site work sample/mock-up of [insert here whatever it is: wall, ceiling, stone for Government review and acceptance prior to continuation of related work]. The work sample/mock-up must include [insert work sample unit] demonstrating

Project Name SOW (Ver. 9) Page 9 of 20 Date all finished conditions. The Contractor must include appropriate time for Government review of work samples in the Baseline Schedule.

2.5.2 Finish Board(s): The Contractor must provide a finish board of all interior finishes with the __%

Design Document Submission. The finish board must clearly demonstrate nature of each finish material and indicate each material’s proposed use (i.e. wall finish, floor finish, etc.). [If DIDs are required for your project, de-conflict this finish board requirement with your DID finish board requirement. Refer to SOW Att A1 Section 6.3 to make sure you’re not duplicating finish board requirements.]

2.5.3 Reference SOW Attachment A1 Section 6.5 for further Material Sample requirements.

2.6 Testing: [Consider if any testing of any architectural products or materials need to be done. Comply with the Cx Specialist.]

2.6.1 Contractor’s DOR must provide and coordinate all tests required for construction and submit in the project specifications. Contractor must perform and furnish all resources required for inspections and tests as specified herein to demonstrate that all newly installed components and new supporting infrastructure, as installed, comply with Contractor’s approved design.

2.6.2 The Government reserves the right to witness all Functional Performance Tests.

2.6.3 Contractor must refer to SOW Attachment A1 Section for 3.2 Existing Conditions Test requirements.

2.6.4 Contractor must refer to SOW Attachment A1 Section 5.2 for testing requirements to be included in the Construction Quality Control Plan.

3.0 SUBMITTAL REQUIREMENTS

3.1 Submission Requirements:

3.1.1 In accordance with the UFGS and PFGS, Government approval is required for submittals with a “G” designation. Submittals not having a “G” designation are “For Information Only”; however, the Government reserves the right to review FIO submittals for compliance with applicable codes and project requirements.

3.1.2 In accordance with the UFGS and PFGS, submittals with an "S" are for inclusion in the Sustainability eNotebook, in conformance with Section 01 33 29 SUSTAINABILITY REPORTING.

3.1.3 All documents must be submitted in a PDF file format unless otherwise noted.

3.1.4 Contractor is responsible for selecting applicable specification numbers for each submittal (including preconstruction submittals) in accordance with UFGS and PFGS. For example, Design Quality

Project Name SOW (Ver. 9) Page 10 of 20 Date

Control Plan is listed in 01 45 00 and Construction Quality Control Plan is listed as a preconstruction submittal under 01 45 00 in the PFGS.

3.1.5 Contractor is only required to submit Preconstruction Submittals which are in the Submittals Table below.

3.1.6 Permits are not required to be submitted with a transmittal or specification section.

3.1.7 RFI’s are required to be submitted with a transmittal.

3.2 Review Requirements

3.2.1 The period of review begins when the Government receives a complete submittal. The period of review for each resubmission must be the same as the initial submission. All submittals received after 1400 hours will be considered the next business day.

3.2.2 Any resubmissions (review status of Accepted as Noted or Revise & Resubmit) must be due seven

(7) calendar days after transmittal response to the Contractor. Design Resubmissions must be resubmitted within twenty-one (21) calendar days after transmittal response to the Contractor.

3.2.3 The Contractor must be allowed one (1) resubmission of any submittal item. After the second submission, a Notice of Noncompliance (NCN) may be issued to the Contractor.

3.2.4 Time loss as a result of late, incomplete, or unreviewable submittals is the responsibility of the

Contractor.

3.2.5 Submittals that contain deviations from the SOW must be specifically identified and contain a detailed explanation. Government review or approval of any submittal, shop drawing, or plan must not waive any SOW requirement unless expressly waived by the Government or release Contractor of its sole responsibility to fully comply with all contract requirements (refer to PFGS Section 01 33 00).

3.2.6 Government review or acceptance of any design submission under this contract must not relieve the Contractor of its sole responsibility to perform all contract requirements and deliver a product in accordance with the contract requirements including applicable codes and standards.Acceptance/Review by the Government must not constitute a waiver or change to the contract requirements unless that change or waiver is expressly approved in writing by the KO (refer to PFGS Section 01 33 00).

3.3 Submittals Table:

Section numbers in the first column refer to corresponding sections under SOW Attachment A1.

Section numbers in the second column refer to submittal description grouping in accordance with UFC 1- 300-02:

SD-01 Preconstruction Submittals SD-02 Shop Drawings SD-03 Product Data SD-04 Samples

Project Name SOW (Ver. 9) Page 11 of 20 Date

SD-05 Design Data SD-06 Test Reports SD-07 Certificates SD-08 Manufacturer's Instructions SD-09 Manufacturer's Field Reports SD-10 Operation and Maintenance Data SD-11 Closeout Submittals [PM to delete the entire row (delete cells) if a submittal is NOT applicable to project]

Gen Req.

SD-

## Submittal Due from Contractor Format/

Quantity

Government Review Period

1.0 ADMINISTRATION

1.4 01 Meeting Agenda 24 hours in advance of each Progress Meeting

Electronically via Email N/A

1.4 01

Schedule 2-Week Look-ahead, 1-week look-back, & Critical

Path

24 hours in advance of each Progress Meeting

Electronically via Email N/A

1.4 01 Supplemental Schedules

As required, 24 hours in advance of each Progress Meeting

Electronically via Email N/A

1.4 01

Up-to-Date Pre- Construction or

Construction Submittal Register

24 hours in advance of each Progress Meeting

Electronically via Email N/A

1.4 01 RFI Log (Closed & Opened)

24 hours in advance of each Progress Meeting

Electronically via Email N/A

1.4 01 Status Report on all Long Lead Material

Orders

24 hours in advance of each Progress Meeting

Electronically via Email N/A

1.4 01 Weekly Progress Meeting Minutes Within 48 hours after meeting Electronically via Email 3 Calendar

Days

1.5 01 Request for Information (RFI) As necessary Electronically via Email 14 Calendar

Days

2.0 KEY PERSONNEL

2.1-

2.7 01 Key Personnel

Resumes 7 Calendar Days from NTP Electronically via Email

14 Calendar Days

2.8 01

LEED Professional Resume (Required for projects that are pursuing LEED certification)

7 Calendar Days from NTP Electronically via Email

14 Calendar Days

3.0 SITE

Project Name SOW (Ver. 9) Page 12 of 20 Date

Gen Req.

SD-

## Submittal Due from Contractor Format/

Quantity

Government Review Period

3.1 01 Project Coordination Plan (PCP)

21 Calendar Days from NTP & updated with 100% Design

Submission

Electronically via Email

14 Calendar Days

3.1 01

Stormwater Specifications, Assumptions, and Calculations

Concurrent with 65% and each Design Submission

PDF & Source Format;

Electronically via Email

14 Calendar Days

3.1 01

Stormwater and Low Impact Development

Practice Post- Construction

Analysis

Concurrent with As-Builts

PDF & Source Format;

Electronically via Email

14 Calendar Days

3.2 01 Existing Conditions Report

30 Calendar Days from NTP [check with QA if CQC Plan needs to be approved 1st]

Electronically via Email

14 Calendar Days

3.3 01 Construction Air

Quality Management Plan

Submit with APP Electronically via Email

14 Calendar Days

3.5 01 Debris Removal Documentation

Monthly during construction & Final at substantial completion and on Pay App

Electronically via Email

14 Calendar Days

3.5 01

Construction & Demolition (C&D) Waste Management

Plan (WMP)

14 Calendar Days prior to construction activity

Electronically via Email

14 Calendar Days

3.5 01 Waste Recycling Reports

Monthly during construction, final at substantial completion and on Pay App

Electronically via Email

14 Calendar Days

3.6 01 Pre-Construction

Submittal Register (N/A if Bid Build)

14 Calendar Days from NTP

PDF and Source Format;

Electronically via Email

14 Calendar Days

3.13 01 Fire Protection Impairment Plan

Concurrent with 100% Design Submissions

Electronically via Email

14 Calendar Days

3.14 01 Landscaping

Protection and Restoration Plan

Concurrent with 100% Design Submissions

Electronically via Email

14 Calendar

4.0 COST-SCHEDULE-INVOICE

Project Name SOW (Ver. 9) Page 13 of 20 Date

Gen Req.

SD-

## Submittal Due from Contractor Format/

Quantity

Government Review Period

4.1 01 Schedule of Values (SOV) - AIA Form

G703

14 Calendar Days from NTP;

Resubmission required

Concurrent with 100% Design Submissions

Electronically via Email

14 Calendar Days

4.1 01 Cost Loaded Initial Planned Schedule

(IPS)

30 Calendar Days from NTP Electronically via Email 14 Calendar

Days

4.1 01 Schedule Progress Reports

See Attachment K: Schedule Requirements

Electronically via Email

7 Calendar Days

4.1 01 Cost Loaded Baseline Schedule (CLBS)

See Attachment K: Schedule Requirements

Electronically via Email

14 Calendar Days

4.1 01

Final Copy of Monthly Pay

Application (AIA Form G702/G703)

1 week prior to last day of the month

Electronically via Email

7 Calendar Days

4.1 01 Monthly Pay Application Package

3 Calendar Days after accepted Pencil Copy of Monthly Pay

Application

Electronically via Email

3 Business Days

4.2 01 Revised Schedule of Values / Cost Loaded

Baseline Schedule

As necessary; 7 Calendar Days from Government notification

Electronically via Email

14 Calendar Days

5.0 QUALITY CONTROL & SAFETY

5.1 01 Design Quality Control Plan (DQC) 14 Calendar Days from NTP Electronically via Email 14 Calendar

Days

5.2 01 Construction Quality Control Plan (CQC) 14 Calendar Days from NTP Electronically via Email 14 Calendar

Days

5.2 06 Test Reports # Calendar Days after Test Completion

Electronically via Email

14 Calendar Days

5.3 01 Accident Prevention Plan (APP) 21 Calendar Days from NTP Electronically via Email 14 Calendar

Days

5.3 01 Initial - Activity Hazard Analysis

(AHA)

21 Calendar Days from NTP Electronically via Email 14 Calendar

Days

5.3 01 Activity Hazard Analysis (AHA)

7 Business days prior to construction activity

Electronically via Email 48 Hours

5.3.1 01 Safety Man Hour Report

Monthly during construction with Monthly Pay App

Electronically via Email

3 Calendar Days

5.4 01 Quality Control Daily Reports

By 12:00pm on the following work day

Electronically via Email

3 Calendar Days

5.4 01 Safety Daily Report By 12:00pm on the following work day

Electronically via Email

3 Calendar

Project Name SOW (Ver. 9) Page 14 of 20 Date

Gen Req.

SD-

## Submittal Due from Contractor Format/

Quantity

Government Review Period

5.4 01 Production Daily Report

By 12:00pm on the following work day

Electronically via Email

3 Calendar Days

6.0 DESIGN & CONSTRUCTION

6.1 05 Basis of Design

(BOD)

Concurrent with each Design Submission

Electronically via Email

14 Calendar Days

6.2 05 Historic Approval

Documents [exterior work only]

Per accepted Design Submission Schedule or ## Calendar Days after NTP

1 Hard Copies (24x36 full size) & 1 CD

Per Approval Agency

Calendar

6.3 05 Design Intent Documents 1 (DID 1)

Per approved Design Submission Schedule & Approved DQC or ##

Calendar Days after NTP

6 Hard Copies (5 - half size + 1 24x36 full size) & 1 CD

7 Calendar Days

6.3 05 Design Intent Documents 2 (DID 2) 21 days after approval of DID 1

7 Hard Copies (5 - half size + 1 24x36 full size) & 1 CD

7 Calendar Days

6.3 05 DID Meeting Minutes

Within 3 Calendar Days of Each DID Meeting

Electronically via Email

3 Calendar Days

6.4 05

Design Submission (Drawings and Specifications)

(35%, 65%, 95%, 100% and IFC)

[PM to decide appropriate duration with LCPM. Generally, 1st design submission is 60 calendar days after NTP]

First Submission: # Calendar Days from NTP

After First Submission: Per accepted IPS or # Calendar Days from Return of First Design

Submission (the earliest date)

Per Drawing Submission:

8 Bound HardCopies (6 half size + 2 full size) & 3 CDs (PDF &

Source Format)

Per

Specification Submission:

8 Bound Hard Copies & 3

CDs (PDF & Source Format)

21 Calendar Days

6.4 05

Design OBR Meeting Minutes (Including

Scanned Redlines and All Comments)

Within 3 Calendar Days of Each Design OBR Meeting

Electronically via Email

3 Calendar

Project Name SOW (Ver. 9) Page 15 of 20 Date

Gen Req.

SD-

## Submittal Due from Contractor Format/

Quantity

Government Review Period

6.5 01 Construction Submittal Register

Concurrent with each Design Submission & Concurrent with

Final Submittal

Electronically via Email

14 Calendar Days

6.5 04 Material Samples [check with QAs] Per accepted IPS

1 Physical Sample &

Electronically via Email

14 Calendar Days

6.5 02 Cut Sheets Per accepted IPS Electronically via Email

14 Calendar Days

6.5 02 Shop Drawings Per accepted IPS

1 Hard Copy (half size) &

Electronically via Email

21 Calendar Days

6.5 02 Fire Alarm Shop Drawings Per accepted IPS

5 Hard Copies (6 half size + 1 full size) &

3 CDs

21 Calendar Days

6.5 03 Status Report on Materials Orders

Concurrent with 100% Design Submission

Electronically via Email

14 Calendar Days

6.5 03 Status Report on Materials Orders

24 hours in advance of each Progress Meeting

Electronically via Email

3 Calendar Days

6.6 11 Draft DD Form 1354 (Transition Items)

# Calendar Days after Construction Commences

Electronically via Email

21 Calendar Days

6.6 11 Interim DD Form 1354 Prior to Beneficial Occupancy Electronically via Email 21 Calendar

Days

6.6 11 Final DD Form 1354 At Contract Completion Electronically via Email

21 Calendar Days

6.7 01 Measurement and

Verification (M&V) Plan

Concurrent with BOD & all subsequent Design Submissions

Electronically via Email

21 Calendar Days

6.7 01 LEED Scorecard Concurrent with BOD and all subsequent Design Submissions

PDF & Source Format;

Electronically via Email

21 Calendar Days

6.7 01 LEED Design Credit Documentation

Prior to submission to USGBC and Concurrent with 65% & subsequent Design Submissions

PDF & Source Format;

Electronically via Email

21 Calendar

Project Name SOW (Ver. 9) Page 16 of 20 Date

Gen Req.

SD-

## Submittal Due from Contractor Format/

Quantity

Government Review Period

6.7 01 LEED Construction

Credit Documentation

At ground breaking & updated monthly throughout construction (prior to submission to USGBC)

PDF & Source Format;

Electronically via Email

21 Calendar Days

6.7 01 LEED Closeout Documentation Prior to Contract Completion

PDF & Source Format;

Electronically via Email

21 Calendar Days

6.7 01

Renewable and Alternative Energy

Life Cycle Cost Analysis

Concurrent with BOD and all subsequent Design Submissions

PDF & Source Format;

Electronically via Email

21 Calendar Days

6.7 01 Solar Hot Water

Feasibility Life Cycle Cost Analysis

Concurrent with BOD and all subsequent Design Submissions

PDF & Source Format;

Electronically via Email

21 Calendar Days

6.7 01 Metering Plan Concurrent with BOD and all subsequent Design Submissions

PDF & Source Format;

Electronically via Email

21 Calendar Days

6.22 09 Construction Daily Reports

Noon the following work day & Concurrent with QC Daily

Reports

Electronically via Email

3 Calendar Days

7.0 COMMISSIONING

7.2 10 Initial SOMMs Per Approved IPS Electronically via Email

21 Calendar Days

7.4 10 Open Commissioning (Cx) Deficiencies

14 Calendar Days after Final Inspection

Electronically via Email

21 Calendar Days

8.0 CLOSEOUT

8.2 09 Comprehensive Punch List

14 Calendar Days after Final Inspection

Electronically via Email

21 Calendar Days

8.2 09 Open Punchlist Items 48 hours prior to the Pre-Final Inspection

Electronically via Email

21 Calendar Days

8.3 06 Training Schedule, Agenda

30 Calendar Days prior to training

Electronically via Email

21 Calendar Days

8.3 06 Training Report, and Sign-In Sheets

7 Calendar Days after completion of training

Electronically via Email

14 Calendar

Project Name SOW (Ver. 9) Page 17 of 20 Date

Gen Req.

SD-

## Submittal Due from Contractor Format/

Quantity

Government Review Period

8.4 10 Systems Operations and Maintenance Manuals (SOMMs)

Chapters 1 thru 3 due concurrent w/ 100% Design Submission.

Complete document including appendices due 30 Calendar Days prior to training.

2 Hard Bound Copies & 3

CDs

21 Calendar

8.5 10 Operation & Maintenance

Manuals (O&Ms)

30 Calendar Days prior to training

2 Hard Copies Bound & 3

CDs

21 Calendar Days

8.6 06 NFPA 72 Form-

Record of Completion

At time of fire alarm testing completion

1 Hard Copy

Electronically via Email

14 Calendar Days

8.7 06

NFPA 13

Contractor’s Material and Test Certificate for Above Ground

Piping

At time of sprinkler inspection and testing completion

1 Hard Copy

Electronically via Email / PDF and

Source Format

14 Calendar Days

8.8 11 Design Master Equipment List

(DMEL)

Draft copy 60 Calendar Days prior to Construction Completion.

Final copy submitted with final As-Built Docs & incorporated into Final SOMM Submission

1 Hard Copy and

Electronically via Email /

PDF and Source Format

21 Calendar Days

8.9 11

As-Built Document Electronic

Submission Review with eFIC

Per accepted IPS CD(s) & Source Format

5 Business Days

8.9 11 As-Built Documents (or Status)

Per accepted IPS and eFIC approved As-Built Electronic

Submission

2 Full-size Hard Copies & 1 CDs /

PDF & Source Format

21 Calendar Days

8.10 11 Issue for Record As- Built Documents Per accepted IPS

1 Full-size Hard Copies & 1 CDs /

PDF & Source Format

N/A

Project Name SOW (Ver. 9) Page 18 of 20 Date

Gen Req.

SD-

## Submittal Due from Contractor Format/

Quantity

Government Review Period

8.11 11 Warranty Binder

(POC)

14 Calendar Days after Construction Complete

1 Hard Copy and 1 CD

14 Calendar Days

8.11 11 Warranty POC 14 Calendar Days after Construction Complete

Electronically via Email

14 Calendar Days

8.11 11 Extended

Manufacturers Warranties

14 Calendar Days after Construction Complete

Electronically via Email

14 Calendar Days

8.11 11 Warranty

Letters/Binder (Workmanship)

14 Calendar Days after Construction Complete

1 Hard Copies

& 1 CD

14 Calendar Days

8.12 11 Code Departures or Waivers (as required)

14 Calendar Days after Construction Complete

Electronically via Email

14 Calendar Days

8.13 11 Elevator and

Escalator Certificates of Operation

14 Calendar Days after Construction Complete

1 Hard Copy

& 1 CD

14 Calendar Days

8.14 11 Attic Stock Delivered Inventory

14 Calendar Days after acceptance of delivery

Electronically via Email

14 Calendar Days

8.15 11 Certificate of Occupancy Upon Construction Completion Electronically via Email 21 Calendar

Days

8.16 11 Guiding Principles Checklist Upon Construction Completion Electronically via Email 14 Calendar

Days

8.23 11 Final Submittal Register

30 Calendar Days prior to Contract Completion

Electronically via Email

14 Calendar

4.0 ATTACHMENTS

These documents are MANDATORY. [check this with AD] The numbered items below with the “strikethrough” do not apply to this project and will not be included in the RFP package. [If a certain Attachment Heading does not apply, then add “(DOES NOT APPLY)” after the Attachment Heading and delete the numbered attachments underneath that heading; If the Attachment Heading does apply to the project, but certain numbered attachments underneath it do not apply, then “strikethrough” any numbered attachments that do not apply. DO NOT renumber, as these are linked to the General Reqts document.]

Attachment A: Standard Building Requirements

1. FSD Construction Management General Requirements Ver. 8 (October 2019)

2. WHS Building Code, 2020

3. WHS Fire Regulations 2020 Edition

4. Pentagon Facility Guide Specs (PFGS) Ver. 1.2

5. Pentagon Historic Concrete Specifications Ver. 1.1

6. Pentagon Reservation Exterior Standards Manual

7. Reservation Finish Standards

8. Pentagon Sign Types Ver. 1.1

9. Wedge 1 Universal Space Plan (W1 USP) Technical Workbook

Project Name SOW (Ver. 9) Page 19 of 20 Date

10. Wedges 2-5 Universal Space Plan (W2-5 USP) Technical Workbook

11. Furniture KOP Prototypicals

12. Sample DID

13. Sample DID Meeting Agenda

14. Guidance Document for Land Disturbing Activity Permits (July 2019)

15. Guidance Document for Proper Handling of Soil at the Pentagon (July 2019)

16. Sustainability Requirements Checklist (July 2019)

17. Project Aerial Location Plan and Area of Work Plan(s) [change template to PDF when finalized]

18. Technical Requirements Supporting Documents [This file is not in our Attachments file because it’s project specific]

19. PM to add any other attachments necessary for the Project and number them consecutively after the existing numbers above

Attachment B: Attachment B: IT Requirements [check with JSP]

1. JSP Telecommunications Distribution IT Standards (Ver. 5)

Attachment C: Security Requirements [check with Security]

1. IC Tech Spec ICD-ICS 705 v 1.4

2. Design & Construction Security Standard

3. Unclass Security Requirements

4. DOD Manual 5200.01 Protection of Classified Information V3 (02.24.12)

5. DD254 Information [check with Security Manager]

Attachment D: Commissioning Requirements [check with Cx specialist/Chinook]

1. WHS Master Commissioning Plan 2018

2. Project Decommissioning Plan and Procedures Manual

Attachment E: Equipment Labeling

1. Pentagon Equipment Labeling Standard Rev. 9

2. Sample DMEL

Attachment F: Document Control

1. Document Control Transmittal Process Ver. 3.0

2. Submittal Form Ver. 3.0

3. Submittal Register Template Ver. 2

4. RFI Template Ver. 2.0

5. Sample Progress Meeting Agenda Ver. 1.0

6. Estimating Template - Contractor Ver. 2.4

7. Transition Checklist Template

Attachment G: Quality Control

Project Name SOW (Ver. 9) Page 20 of 20 Date

1. UFGS 01 45 00.00 10 Quality Control [QA to revise as needed, per project specific reqts]

2. QC Control Process Ver. 1.2

3. Pre-Final and Final Inspection Form (11.05.15)

Attachment H: Drawing Standards

1. Electronic Data Standards, 10 January 2020

Attachment I: Heating and Refrigeration Plant

1. HRP Look Ahead SOP

2. EXAMPLE Look Ahead Submission

Attachment J: Safety Requirements [check with Safety]

1. EM-385: Safety and Health Requirements

2. Asbestos Location OM Program (03.23.18)

3. Project Man Hours Work DART Rate

Attachment K: Scheduling Requirements

1. ECM Scheduling Specifications (Jan 2020)

Attachment L: Pentagon Building Automation Requirements

1. [Coordinate with PBMO to determine if there are any BAS requirements]

1.0 PROJECT OVERVIEW
1.1 Project Description: [Note: from UFGS 01 11 00, Section 1.2.1]
1.2 Project Location:
1.3 Delivery Method and Scope:
The project uses design-build [choose design-build or design-bid-build] project delivery. The Contractor must provide all services, materials, supplies, equipment, and supervision necessary to deliver a complete, usable, and code compliant project on ...
1.4 Occupancy of Premises: [Note: from UFGS 01 11 00, Section 1.5]
1.5 Existing Work: [Note: from UFGS 01 11 00, Section 1.6]
1.6 Utility Outage Requests and Utility Connection Requests: [Note: from UFGS 01 11 00, Section 1.7]
1.7 Location of Underground Utilities: [Note: from UFGS 01 11 00, Section 1.8]
1.8 Safety Requirements:
1.9 Hazardous Materials and Contaminated Soils:
The Contractor must notify the KO, Government COR/GPM and the Standards and Compliance Division (SCD) immediately if any contamination is found in the Project Area (SOW Attachment A17) between Notice to Proceed and Contract Completion. The Contractor...
1.10 Delivery Date: [PM, note that this section might be restructured for specific projects]
2.0 TECHNICAL REQUIREMENTS
2.1 Task Requirements
Contractor must provide all design, labor, equipment, materials, and management to execute the following work and provide all levels of effort to produce a complete, useable, and code compliant project.
2.1.1 Base: [Insert Work Element Name]
2.1.2 Option Item 1: [Insert Work Element Name. Note: Construction should avoid use of options as much as possible. Options can be very useful for unit priced work where the Government wants to reserve a right to increase quantity at a pre-determined ...
2.2 Project Constraints:
2.2.1 Work Hours: Contractor shall complete work during normal hours. Normal Hours are from 0600 to 1800 hours on Government work days. Government may require the Contractor to conduct work Off Hours when work significantly disrupts normal building op...
Contractor must follow SOW Attachment A4: “Pentagon Facility Guide Specifications” Specification 01 11 00 Section 1.10.3 “Noise Protection” for allowable noise levels during Normal Hours. The Government requires all noise generating activities exceedi...
2.2.2 HRP Seasonal Considerations: The annual cooling season at the Pentagon’s Heating & Refrigeration Plant (HRP) begins on or about April 15th and ends on or about October 15th. Any work that involves an impact to the HRP chiller plant must be perfo...
2.2.3 Project Specific Sequencing: [PM to identify any specific sequencing requirements here, i.e. if we expressly want construction to begin @ anything prior to IFC’s or if there is intermittent Construction/Commissioning (Cx) Testing. PM to make se...
2.2.4 Contractor Personnel: Construction and design work must be performed by U.S. companies using U.S. persons (e.g., an individual who has been lawfully admitted for permanent residence as defined in 8 U.S.C.1 101(a)2 or who is a protected individua...

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