W912QR23R0048_CertF_Specs_Vol2-0008.pdf

Solicitation For Indefinite Delivery Indefinite Quantity (IDIQ) Design Build and Design Bid Build Multiple Award Task Order Contract (MATOC) to support construction requirements for the Energy Resilience and Conservation Investment Program (ERCIP) Nationwide.

P2: 510194 Design-Bid-Build/Design-Build

Specifications - Volume 2

23 August 2024

W912QR23R0048

Phase 1

12 May 2025

W912QR23R0048-0008

Certified Final ARIMS: 200A Disposition: Maintain for 15 yrs after construction.

W912QR23R0048_CertF_Specs_Vol2-0008

P2 510194 ERCIP Nationwide MATOC

CERTIFIED FINAL

PROJECT TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

00 10 00 04/25 PRICE BREAKOUT SCHEDULE

00 80 50.00 06 03/25 SPECIAL PROVISIONS FOR TASK ORDERS

DIVISION 01 - GENERAL REQUIREMENTS

01 02 10.00 06 03/25 PROJECT DESCRIPTION AND DESIGN

REQUIREMENTS

01 03 00.00 06 03/25 DESIGN SUBMISSION REQUIREMENTS AFTER

AWARD

01 11 00 02/24 SUMMARY OF WORK

a description of work covered in this contract and is required for use in all projects

01 46 00.00 06 04/20 TOTAL BUILDING COMMISSIONING

01 74 19 10/24 CONSTRUCTION WASTE MANAGEMENT AND

DISPOSAL

the management of non-hazardous construction waste and demolition debris/waste materials

ATTACHMENTS

Attachment A - Photographs of Existing Conditions

Attachment B - Critical Load List

Attachment C - Geophysical and Geotechnical Information

Attachment D - Civil Drawings

Attachment E – NOT USED

Attachment F - Environmental Reports

Attachment G - ABC Scope of Work

Attachment H - DEF Interconnection Study

Attachment I – NOT USED

Attachment J - ABC Service Connection Manual

Attachment K - Fort Swampy UMCS Communications Requirements

-- End of Project Table of Contents –

SECTION 00 80 50.00 06

SPECIAL PROVISIONS FOR TASK ORDERS

03/25

PART 1 GENERAL

1.1 MODIFICATIONS TO BASE MATOC REQUIREMENTS

This paragraph clarifies and augments the general requirements within various base MATOC specification sections with additional requirements that are specific to this task order. Requirements listed in the base MATOC contract continue to apply to this task order unless specifically superseded by this task order scope of work.

1.1.1 Modification to Section 00 80 00.00 06

1.1.1.1 Paragraph 1.3.1

Regarding Section 00 80 00.00 06 , paragraphs 1.3.1 Additional Requirements/Clarifications of Work Included Within the Contract and 1.3.2 Requirements for Completion of Designated Areas Prior to Furniture Installation, installation of Government-furnished furniture is not included in this task order, Government-furnished IT/Telecom equipment is not included in this task order, and Government-furnished AV equipment is not included in this task order. Separate liquidated damages as described in these paragraphs will not be assessed.

1.1.1.2 Paragraph 1.5

Regarding Section 00 80 00.00 06 paragraph 1.5 EXCLUSION OF PERIODS IN COMPUTING COMPLETION SCHEDULES, the time periods for which no work will be required, and for which the Contractor may only work upon giving prior written notice and having received approval from the Contracting Officer, are as follows: None beyond the Federal holidays, periods of extreme weather, and times outside of the normal working hours described either in this task order scope of work or the MATOC scope of work under which this task order is being awarded.

1.1.1.3 Paragraphs 1.6.b, 1.7.1.2.b, 1.7.11

Regarding Section 00 80 00.00 06 paragraphs 1.6.b, 1.7.1.2.b, and 1.7.11, no native CAD files will be provided by the Government.

1.1.1.4 Paragraph 1.10

Regarding Section 00 80 00.00 06 paragraph 1.10 AVAILABILITY OF UTILITIES, The Contractor shall make their own arrangements for all necessary utilities. Furthermore, the following utility items must be relocated by others in order for Contractor personnel to complete construction of this project: None

1.1.1.5 Paragraph 1.16.a(1)

Regarding Section 00 80 00.00 06 , subparagraph 1.16.a.(1) of paragraph

1.16 WARRANTY OF CONSTRUCTION, an infrared roof survey is not required by this task order.

DOCUMENT 00 80 50.00 06 Page 1

CERTIFIED FINAL

1.1.1.6 Paragraph 1.17

Regarding Section 00 80 00.00 06 paragraph 1.17 SALVAGE MATERIALS AND EQUIPMENT, the requirements related to reuse or storage of salvaged material do not apply to this task order.

1.1.1.7 Paragraph 1.18

Regarding Section 00 80 00.00 06 paragraph 1.18 IDENTIFICATION OF GOVERNMENT-FURNISHED PROPERTY, the Government will not furnish any property to be incorporated or installed into the work.

1.1.1.8 Paragraph 1.19

Regarding Section 00 80 00.00 06 paragraph 1.19 PROJECT SIGN, project nomenclature shall be Fort Swampy Natural Gas Microgrid. The Architect-Engineer name shall be the name of the firm hired by the Contractor as the primary Designer of Record. The Sponsor name shall be Fort Swampy.

1.1.1.9 Paragraph 1.20

Regarding Section 00 80 00.00 06 paragraph 1.20 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER, the nearest National Weather Service office to this project is Nashville, TN. The monthly anticipated adverse weather delay days are as follows:

JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC

11 8 6 5 6 6 4 3 4 4 5 8

1.1.1.10 Paragraph 1.21.b

Regarding Section 00 80 00.00 06 subparagraph 1.21.b of paragraph 1.21 INTERFERENCE WITH TRAFFIC AND PUBLIC AND PRIVATE PROPERTY, The project to be constructed by this task order will be located entirely on property owned by the Federal Government; therefore, no state, district, commonwealth, county, or city requirements apply to work performed at the site. The Contractor shall follow all applicable regulations from these other entities while transporting equipment, material, and people via roadways that are subject to their various jurisdictions.

1.1.1.11 Paragraph 1.21.c

Regarding Section 00 80 00.00 06 , subparagraph 1.21.c of paragraph 1.21 INTERFERENCE WITH TRAFFIC AND PUBLIC AND PRIVATE PROPERTY, Notices to Airman (NOTAM) will not be required for this task order.

1.1.1.12 Paragraph 1.22

Regarding Section 00 80 00.00 06 paragraph 1.22 AIRSPACE/FAA FORM 7460-1, construction of this project will not fall under the requirements in 14 CFR Part 77.

1.1.1.13 Paragraph 1.23

Regarding Section 00 80 00.00 06 paragraph 1.23, the Contractor is not required to provide Government field office facilities for this task order.

DOCUMENT 00 80 50.00 06 Page 2

1.1.1.14 Paragraph 1.28

Regarding Section 00 80 00.00 06 paragraph 1.28, for this task order, additional AT/OPSEC requirements are as follows: None

1.1.1.15 Additional Changes

The following additional changes to the Section 00 80 00.00 06 base MATOC requirements are hereby incorporated into this task order scope of work:

No additional changes

1.1.2 Modifications to Section 01 04 00.00 48

1.1.2.1 Additional Changes

The following additional changes to the requirements in Section 01 04 00.00 48 THE DESIGN/BUILD PROCESS of the base MATOC are hereby incorporated into this task order scope of work: No additional changes

1.1.3 Modifications to Section 01 11 00

Section 01 11 00 SUMMARY OF WORK contained in this task order scope of work (Volume 2 of these specifications) is distinct from Section 01 11 00 SUMMARY OF WORK contained in the base MATOC (Volume 1 of these specifications). These distinct sections complement each other, and the requirements listed in both sections apply to this task order. Wherever these two, distinct sections state conflicting requirements, the requirements in Volume 2 Section 01 11 00 shall take precedence.

1.1.3.1 Paragraph 1.2.1

Regarding Section 01 11 00 paragraph 1.2.1 Project Description, see specification Section 01 02 10.00 06 PROJECT DESCRIPTION AND DESIGN REQUIREMENTS, paragraph 1.2 SCOPE OF WORK for a summary description of the project to be constructed as part of this task order.

1.1.3.2 Paragraph 1.2.2

Regarding Section 01 11 00 paragraph 1.2.2 Location, this project is located at Fort Swampy, FS.

1.1.3.3 Paragraph 1.5

Regarding Section 01 11 00 paragraph 1.5 LOCATION OF UNDERGROUND UTILITIES, contact local utility locating service a minimum of 48 hours prior to excavating, to mark utilities, and within sufficient time required if work occurs on a Monday or after a holiday.

1.1.3.4 Subparagraph 1.5.1

Regarding Section 01 11 00 subparagraph 1.5.1 of paragraph 1.5 LOCATION OF UNDERGROUND UTILITIES, notify the Contracting Officer at least 48 hours prior to starting excavation work.

1.1.3.5 Paragraph 1.6

Regarding Section 01 11 00 paragraph 1.6 GOVERNMENT-FURNISHED MATERIAL AND EQUIPMENT, the Government will not furnish any materials or equipment for

DOCUMENT 00 80 50.00 06 Page 3 installation by the Contractor.

1.1.3.6 Paragraph 1.7

Regarding Section 01 11 00 paragraph 1.7, Government-installed work is not a part of this project.

1.1.3.7 Paragraph 1.8

Regarding Section 01 11 00 paragraph 1.8 SALVAGE MATERIAL AND EQUIPMENT, This task order does not require the Contractor to salvage any materials or equipment.

1.1.3.8 Additional Changes

The following additional changes to the Section 01 11 00 base MATOC requirements are hereby incorporated into this task order scope of work:

No additional changes

1.1.4 Modifications to Section 01 32 01.00 10

1.1.4.1 Paragraph 3.5.3

Regarding Section 01 32 01.00 10 paragraph 3.5.3 Schedule Reports, provide zero sets of hardcopy reports at each schedule submission.

1.1.4.2 Additional Changes

The following additional changes to the requirements in Section 01 32 01.00 10 of the base MATOC are hereby incorporated into this task order scope of work: No additional changes

1.1.5 Modifications to Section 01 33 00

1.1.5.1 Paragraph 1.5.4

Regarding Section 01 33 00 paragraph 1.5.4 Electronic File Format, provide zero hardcopies of each submittal.

1.1.5.2 Paragraph 1.6.2

Regarding Section 01 33 00 paragraph 1.6.2 Number of SD-02 Shop Drawing Copies, provide zero copies of shop drawings requiring review and approval by a QC organization and zero copies of shop drawings requiring review and approval by the Contracting Officer.

1.1.5.3 Paragraph 1.6.4

Regarding Section 01 33 00 paragraph 1.6.4 Number of SD-04 Samples, provide two samples, or two sets of samples showing the range of variation, of each required item.

1.1.5.4 Paragraph 1.6.10

Regarding Section 01 33 00 paragraph 1.6.10 Number of SD-10 Operation and Maintenance Data Copies, submit two copies of O&M data to the Contracting Officer for review and approval.

DOCUMENT 00 80 50.00 06 Page 4

1.1.5.5 Paragraph 1.11

Regarding Section 01 33 00 paragraph 1.11 GOVERNMENT APPROVING AUTHORITY, one copy/copies of the submittal will be retained by the Contracting Officer and one copy/copies of the submittal will be returned to the Contractor.

1.1.5.6 Additional Changes

The following additional changes to the requirements in Section 01 33 00 SUBMITTAL PROCEDURES of the base MATOC are hereby incorporated into this task order scope of work: No additional changes

1.1.6 Modifications to Section 01 33 16.00 10

1.1.6.1 Paragraph 2.1

Regarding Section 01 33 16.00 10 paragraph 2.1 GOVERNMENT FURNISHED MATERIALS and its subparagraphs, The Government will provide the following Advanced Modeling files for this task order within 30 days of task order award:

CAD files in Autodesk AutoCAD format

1.1.6.2 Paragraph 2.2.3.1

Regarding Section 01 33 16.00 10 paragraph 2.2.3.1 3D Interactive Review Model, a 3D Interactive Review Model is not required for this task order.

1.1.6.3 Paragraph 2.2.3.2

Regarding Section 01 33 16.00 10 paragraph 2.2.3.2 Industry Foundation Class (IFC) Coordination View, IFC coordination view is not required for this task order.

1.1.6.4 Paragraph 3.3.1

Regarding Section 01 33 16.00 10 paragraph 3.3.1 BIM, BIM is not required for this task order.

1.1.6.5 Paragraph 3.3.2

Regarding Section 01 33 16.00 10 paragraph 3.3.2 CIM, CIM is not required for this task order.

1.1.6.6 Paragraph 3.3.3

Regarding Section 01 33 16.00 10 paragraph 3.3.3 GIS, GIS is not required for this task order.

1.1.6.7 Paragraph 3.3.4.1

Regarding Section 01 33 16.00 10 paragraph 3.3.4.1, submitted CAD files shall be based on Autodesk AutoCAD Template Files most recent version at the time of Contract award.

DOCUMENT 00 80 50.00 06 Page 5

1.1.6.8 Paragraph 3.3.4.2

Regarding Section 01 33 16.00 10 paragraph 3.3.4.2, standalone CAD drawings exported from BIM/CIM authoring platforms are not required for this task order.

1.1.6.9 Paragraph 3.4.3

Regarding Section 01 33 16.00 10 paragraph 3.4.3 CAD, use Autodesk AutoCAD Template Files most recent version at the time of Contract award.

1.1.6.10 Paragraph 3.6.5.1

Regarding Section 01 33 16.00 10 paragraph 3.6.5.1, Interior design work is not a part of this task order.

1.1.6.11 Additional Changes

The following additional changes to the requirements in SECTION 01 33

16.00 10 DESIGN DATA (DESIGN AFTER AWARD) of the base MATOC are hereby incorporated into this task order scope of work: No additional changes

1.1.7 Modifications to Section 01 35 26.00 06

1.1.7.1 Paragraph 1.5.1.1

Regarding Section 01 35 26.00 06 paragraph 1.5.1.1 Site Safety and Health Officer Qualifications(SSHO) subparagraph a, the SSHO shall be assigned no other duties except being the SSHO, shall not be the CQC System Manager or Superintendent.

1.1.7.2 Paragraph 1.5.1.1

Regarding Section 01 35 26.00 06 paragraph 1.5.1.1 Site Safety and Health Officer Qualifications(SSHO), subparagraph b(2), the SSHO shall have taken a minimum of 24 hours of qualifying coursework in the past one years. The SSHO must be able to document training

1.1.7.3 Paragraph 1.5.1.1

Regarding Section 01 35 26.00 06 paragraph 1.5.1.1 Site Safety and Health Officer Qualifications(SSHO), subparagraph b(3), in addition to the areas listed in that subparagraph, the SSHO shall be able to demonstrate training in the following additional areas: excavation, hazardous energy.

1.1.7.4 Additional Changes

The following additional changes to the requirements in Section 01 35 26.00 06 GOVERNMENT SAFETY REQUIREMENTS of the base MATOC are hereby incorporated into this task order scope of work: No additional changes

1.1.8 Modifications to Section 01 01 42 00

1.1.8.1 Additional Changes

The following changes to the requirements in Section 01 01 42 00 SOURCES FOR REFERENCE PUBLICATIONS of the base MATOC are hereby incorporated into this task order scope of work: No additional changes

DOCUMENT 00 80 50.00 06 Page 6

1.1.9 Modifications to Section 01 45 00.15 10

1.1.9.1 Additional Changes

The following changes to the requirements in Section 01 45 00.15 10 RESIDENT MANAGEMENT SYSTEM CONTRACTOR MODE (RMS CM) of the base MATOC are hereby incorporated into this task order scope of work: No additional changes

1.1.10 Modificatins to Section 01 45 04.10 06

1.1.10.1 Paragraph 3.5.2

Regarding Section 01 45 04.10 06 paragraph 3.5.2 CQC System Manager Qualifications and Duties, The CQC System Manager shall be a graduate engineer or a graduate of construction management, with a minimum of five (5)years construction experience on construction similar to this contract, or a construction person with a minimum of ten (10) years in related quality management work. The CQC System Manager shall be assigned no other duties except being the CQC System Manager. Shall not be the SSHO or the superintendent.

1.1.10.2 Paragraph 3.5.3

Regarding Section 01 45 04.10 06 paragraph 3.5.3 CQC Personnel, subparagraph b, the individuals in the Experience Matrix Table shall have no other duties other than quality control.

1.1.10.3 Paragraph 3.5.3

Regarding Section 01 45 04.10 06 paragraph 3.5.3 CQC Personnel, subparagraph c, the following Experience Matrix Table applies to this task order:

Experience Matrix Table

AREA QUALIFICATIONS

a. DQCM (person not required to be on site at all times)

Licensed Architect or Professional Engineer

b. Civil Graduate Civil Engineer with 2 years related experience or person with 5 yrs related experience

c. Geotechnical Graduate Geotechnical Engineer or Civil Engineer specializingin Geotechnical Engineering with 3 yrs relevant experience or Engineering Technician, working under the direction of a Licensed Professional Engineer, with 5 yrs relevant experience

DOCUMENT 00 80 50.00 06 Page 7

d. Mechanical Graduate Mechanical Engineer with 2 yrs related experience or person with 5 yrs related experience

e. Electrical Graduate Electrical Engineer with 2 yrs related experience or person with 5 yrs related experience

h. Environmental Graduate Environmental Engineer with 3 yrs related experience

j. Submittals Submittal Clerk with 1yr experience

l. Concrete, Pavements and Soils

Civil Engineer identified in item B or C above, and supplemented with the Corps validated QC testing laboratory

n. IT/Communications BICSI Certified RCDD Registered Communication Distribution Designer)with 2 yrs related experience

1.1.10.4 Paragraph 3.5.3.1

Regarding Section 01 45 04.10 06 paragraph 3.5.3.1 Registered Roof Observer, A Contractor-supplied Registered Roof Observer is not required for this task order.

Daily RRO reports are not required for this task order.

1.1.10.5 Paragraph 3.7.2

Regarding Section 01 45 04.10 06 paragraph 3.7.2 Initial Phase, subparagraph f, The Government shall be notified at least 24 hours in advance of beginning the initial phase.

1.1.10.6 Additional Changes

The following additional changes to the requirements in Section 01 45 04.10 06 CONTRACTOR QUALITY CONTROL of the base MATOC are hereby incorporated into this task order scope of work: No additional changes

1.1.11 Modifications to Section 01 50 00

1.1.11.1 Paragraph 1.6.4.1

Regarding Section 01 50 00 paragraph 1.6.4.1 Contractor Provided Wi-Fi Network, a Contractor-provided standalone Wi-Fi network for authorized Government personnel is not required for this task order.

1.1.11.2 Paragraph 2.3

Regarding Section 01 50 00 paragraph 2.3 FENCING, the following additional construction fencing requirements apply to this task order: None

DOCUMENT 00 80 50.00 06 Page 8

1.1.11.3 Paragraph 2.3.2

Regarding Section 01 50 00 paragraph 2.3.2 Chain Link Panel Fencing, temporary panel fencing shall be 6 feet high.

1.1.11.4 Paragraph 2.3.3

Regarding Section 01 50 00 paragraph 2.3.3 Post-Driven Chain Link Fencing, temporary post-driven fencing shall be 6 feet high.

1.1.11.5 Paragraph 2.5

Regarding Section 01 50 00 paragraph 2.5 BACKFLOW PREVENTERS, the following additional backflow preventor requirements apply to this task order: Provide backflow preventers complete with 150 pound flanged cast iron, ductile iron, bronze, or brass mounted gate valve, 304 stainless steel or bronze internal parts.

1.1.11.6 Paragraph 3.2.2

Regarding Section 01 50 00 paragraph 3.2.2

a. The Government will make all reasonably required utilities available from existing outlets and supplies, as specified in the Contract. Unless otherwise provided in the Contract, the amount of each utility service consumed will be charged to or paid at prevailing rates charged to the Government or, where the utility is produced by the Government, at reasonable rates determined by the Contracting Officer. Carefully conserve utilities furnished without charge.

b. Reasonable amounts of the following utilities will be made available at the prevailing rates.

c.

Utility Services

Cost ($) per Unit

Electricity

Potable Water

Salt Water

Compressed Air

Steam

Natural Gas

Sanitary Sewer

d. The point at which the Government will deliver such utilities or services and the quantity available is must be coordinated with the Contracting Officer. Pay all costs incurred in connecting, converting, and transferring the utilities to the work. Make connections, including providing backflow-preventing devices on connections to domestic water lines; providing meters; and providing transformers; and make disconnections.

DOCUMENT 00 80 50.00 06 Page 9

e. The Contractor must provide their own utilities.

1.1.11.7 Paragraph 3.2.3

Regarding Section 01 50 00 paragraph 3.2.3

Provide and maintain necessary temporary connections, distribution lines, and meter bases (Government will provide meters) required to measure the amount of each utility used for the purpose of determining charges.

Notify the Contracting Officer, in writing, 5 working days before final electrical connection is desired so that a utilities contract can be established. The Government will provide a meter and make the final hot connection after inspection and approval of the Contractor's temporary wiring installation. Do not make the final electrical connection.

1.1.11.8 Paragraph 3.2.4

Regarding Section 01 50 00 paragraph 3.2.4

An advance deposit for utilities consisting of an estimated month's usage or a minimum of $50.00 will be required. The last monthly bills for the fiscal year will normally be offset by the deposit and adjustments will be billed or returned as appropriate. Services to be rendered for the next fiscal year, beginning 1 October, will require a new deposit.

Notification of the due date for this deposit will be mailed prior to the end of the current fiscal year.

1.1.11.9 Paragraph 3.2.5

Regarding Section 01 50 00 paragraph 3.2.5

Before completion of the work and final acceptance of the work by the Government, notify the Contracting Officer, in writing, 5 working days before termination is desired. The Government will take a final meter reading, disconnect service, and remove the meters. Then remove all the temporary distribution lines, meter bases, and associated appurtenances.

Pay all outstanding utility bills before final acceptance of the work by the Government.

1.1.11.10 Paragraph 3.2.12

Regarding Section 01 50 00 paragraph 3.2.12 Fire Protection, remove debris and flammable materials weekly.

1.1.11.11 Paragraph 3.3

Regarding Section 01 50 00 paragraph 3.3 STATION OPERATION EFFECT ON CONTRACTOR OPERATIONS, Station operations are not expected to negatively affect Contractor operations beyond requiring a level of coordination typically encountered on any construction project of this size, and as listed elsewhere in this base MATOC contract and Task Order scope of work.

1.1.11.12 Paragraph 3.6.3

Regarding Section 01 50 00 paragraph 3.6.3 Storage Area, plastic inserts for chain link fence shall be colored green.

DOCUMENT 00 80 50.00 06 Page 10

1.1.11.13 Paragraph 3.7.1

Regarding Section 01 50 00 paragraph 3.7.1 Resident Engineer's Office, Resident Engineers Office is not required for this Task Order.

1.1.11.14 Additional Changes

The following additional changes to the requirements in Section 01 50 00 of the base MATOC are hereby incorporated into this task order scope of work: No additional changes

1.1.12 Modifications to Section 01 57 19.00 06

1.1.12.1 General Links

Regarding Section 01 57 19.00 06 in general, the following web links are being provided to assist the Contractor in locating the State and/or Local requirements for temporary environmental controls and permits.

a. None

This list of web links may not be comprehensive. The Contractor is responsible for understanding and complying with all state and local environmental requirements unless specifically exempted by this task order scope of work. The following exemptions to these State and Local environmental requirements are authorized: None.

1.1.12.2 Paragraph 1.1

Regarding Section 01 57 19.00 06 paragraph 1.1 REFERENCES, the following references are hereby added to the list contained in Paragraph 1.1 of that section: None

1.1.12.3 Paragraph 1.2.20.1

Regarding Section 01 57 19.00 06 paragraph 1.2.20.1 Debris, inert materials may not be reinforced with or contain ferrous wire, rods, accessories, and weldments.

1.1.12.4 Paragraph 1.5

Regarding Section 01 57 19.00 06 paragraph 1.5 SPECIAL ENVIRONMENTAL REQUIREMENTS, the special environmental requirements described as "listed here" are as follows: None

1.1.12.5 Paragraph 1.6.2

Regarding Section 01 57 19.00 06 paragraph 1.6.2 Regulatory Notifications, submit copies of regulatory notifications to the Contracting Officer within five days prior to commencement of work activities.

1.1.12.6 Paragraph 1.6.5.1

Regarding Section 01 57 19.00 06 paragraph 1.6.5.1 Pest Control Training, this paragraph does not apply to this task order.

DOCUMENT 00 80 50.00 06 Page 11

1.1.12.7 Paragraph 1.7

Regarding Section 01 57 19.00 06 paragraph 1.7 ENVIRONMENTAL PROTECTION PLAN, submit the EPP within fifteen (15) days after notice to proceed and not less than ten (10) days before the preconstruction meeting.

1.1.12.8 Paragraph 1.7.9.6

Regarding Section 01 57 19.00 06 paragraph 1.7.9.6 Monitoring, no remedial actions are expected to be required for this project. However, the Contractor is required to comply with federal, state, and local laws should such actions become necessary in the performance of this task order.

a. Perimeter Air Contaminant of Concern.

b. Time Averaged Perimeter Action Levels.

Concentration.

Time.

c. Perimeter Sampling/Monitoring Locations.

d. Monitoring Instruments/Sampling and Analysis Methods.

e. Staffing.

1.1.12.9 Paragraph 1.8

Regarding Section 01 57 19.00 06 paragraph 1.8 LICENSES AND PERMITS, subparagraph a, the following permits have been obtained by the Government: None

1.1.12.10 Paragraph 1.14

Regarding Section 01 57 19.00 06 paragraph 1.14 FACILITY HAZARDOUS WASTE GENERATOR STATUS, Fort Swampy is designated as a Large Quantity Generator.

1.1.12.11 Paragraph 3.1

Regarding Section 01 57 19.00 06 paragraph 3.1 PROTECTION OF NATURAL RESOURCES, The following rare, threatened, and endangered animal and plant species are known and could be affected within the construction area:

None. Comply with the following additional special protection requirements: None.

1.1.12.12 Paragraph 3.2.1

Regarding Section 01 57 19.00 06 paragraph 3.2.1 Stormwater Pollution Prevention Plan (SWPPP), a Storm Water Pollution Prevention Plan (SWPPP) is required for this project.

In accordance with the National Pollutant Discharge Elimination System (NPDES) Permit, a Storm Water Pollution Prevention Plan (PPP) is required for this project. This plan shall be developed by the Contractor as part of the design process and must meet the erosion and sediment control requirements for the State. The Plan must identify the controls that will be used and include design, inspection, and maintenance information. A site plan with the existing and proposed grading shall be included, showing the controls being utilized. The permanent stabilization practices (permanent seeding, mulching, sodding, plants, erosion control blanket, riprap, etc.) shall be shown on the final grading plan, with temporary controls (temporary gravel construction entrance/exit, silt fences, straw bales, temporary diversions, sediment basins or traps, etc.)

shown on the existing grading plan. Use of straw bales alone is not

DOCUMENT 00 80 50.00 06 Page 12 considered an effective method of sediment control. Prior to the start of construction, the Contractor shall submit the SWPPP to the Contracting Officer for review and acceptance. The SWPPP must address compliance with all State laws regarding historic preservation and endangered species with State Letters attached. Along with the SWPPP submittal, the Contractor shall provide a check made payable to the applicable agencies for all costs of the NPDES permit application. Once the SWPPP is approved by the Contracting Officer, the NOI will be prepared by the Corps of Engineers, utilizing information contained in the approved SWPPP. A Notice of Intent (NOI) will be forwarded to the State and applicable agencies by the Corps of Engineers. Commencement/start of construction (ground disturbing activity) by the Contractor CANNOT start prior to the NPDES Permit and the letter of compliance being received. A copy of both the SWPPP and NPDES Permit must be kept at the construction site. Any changes made to the plan must be documented and approved by the Contracting Officer. Note, the SWPPP is a part of the total Pollution Prevention Plan that the Contractor is responsible for preparing.

Contractor shall submit to the State and/or applicable agencies a Notice of Termination (NOT) when the construction activities for the project have been completed, and when the contractor no longer has any storm water discharges associated with the construction activity, or when the contractor is no longer the operator of the facilities. Elimination of all storm water discharges associated with the construction activities occurs when disturbed soils at the construction site have been finally stabilized and temporary erosion and sediment control measures have been removed. Final stabilization means that all soil-disturbing activities at the site have been completed, and that, where applicable, a uniform perennial vegetative cover with a density of 70% of the cover for unpaved areas and areas not covered by permanent structures has been established, or equivalent permanent stabilization measures (such as the use of riprap, gabions, or geotextiles) have been employed. The 70% density of cover for unpaved areas shall be considered the minimum acceptable cover for the completed project area. Other States and/or applicable agencies may have a more restrictive percentage of cover required and if so, the Contractor shall be required to adhere to those requirements for release or acceptance of the permit(s) in those project locations. The NOT submittal and any subsequent approval or correspondences received from the State or applicable agencies shall be submitted by the Contractor to the Contracting Officer's Representative.

Contractor shall submit to the State and/or applicable agencies a Notice of Termination (NOT) when the construction activities for the project have been completed, and when the contractor no longer has any storm water discharges associated with the construction activity, or when the contractor is no longer the operator of the facilities. Elimination of all storm water discharges associated with the construction activities occurs when disturbed soils at the construction site have been finally stabilized and temporary erosion and sediment control measures have been removed. Final stabilization means that all soil-disturbing activities at the site have been completed, and that, where applicable, a uniform perennial vegetative cover with a density of 70% of the cover for unpaved areas and areas not covered by permanent structures has been established, or equivalent permanent stabilization measures (such as the use of riprap, gabions, or geotextiles) have been employed. The 70% density of cover for unpaved areas shall be considered the minimum acceptable cover for the completed project area. Other States and/or applicable agencies may have a more restrictive percentage of cover required and if so, the Contractor shall be required to adhere to those requirements for release or

DOCUMENT 00 80 50.00 06 Page 13 acceptance of the permit(s) in those project locations. The NOT submittal and any subsequent approval or correspondences received from the State or applicable agencies shall be submitted by the Contractor to the Contracting Officer's Representative.

1.1.12.13 Paragraph 3.2.2

Regarding Section 01 57 19.00 06 paragraph 3.2.2 Construction General Permit Requirements, paragraph 3.2.2 does not apply to this task order.

1.1.12.13.1 General

Under the terms and conditions of the permit, install, inspect, maintain BMPs, prepare stormwater erosion and sediment control inspection reports, and submit SWPPP inspection reports. Maintain construction operations and management in compliance with the terms and conditions of the general permit for stormwater discharges from construction activities.

1.1.12.13.2 Inspection Reports

Submit "Inspection Reports" to the Contracting Officer in accordance with EPA Construction General Permit.

1.1.12.13.3 Stormwater Pollution Prevention Plan Compliance Notebook

Create and maintain a three ring binder of documents that demonstrate compliance with the Construction General Permit. Include a copy of the permit Notice of Intent, proof of permit fee payment, SWPPP and SWPPP update amendments, inspection reports and related corrective action records, copies of correspondence with the EPA, and a copy of the permit Notice of Termination in the binder. At project completion, the notebook becomes property of the Government. Provide the compliance notebook to the Contracting Officer.

1.1.12.13.4 Stormwater Notice of Termination for Construction Activities

Submit a Notice of Termination to the Contracting Officer for approval once construction is complete and final stabilization has been achieved on all portions of the site for which the permittee is responsible. Once approved, submit the Notice of Termination to the appropriate state or federal agency. Prepare as-built topographic survey information required by the permitting agency for certification of the stormwater management system, and provide to the Contracting Officer.

1.1.12.14 Paragraph 3.2.3

Regarding Section 01 57 19.00 06 paragraph 3.2.3 Erosion and Sediment Control Measures:, paragraph 3.2.3 does apply to this task order.

1.1.12.14.1 Erosion and Sediment Control Measures

Provide erosion and sediment control measures in accordance with state and local laws and regulations. Preserve vegetation to the maximum extent practicable.

Erosion control inspection reports may be compiled as part of a stormwater pollution prevention plan inspection reports.

DOCUMENT 00 80 50.00 06 Page 14

1.1.12.14.1.1 Erosion Control

Prevent erosion by mulching. Stabilize slopes by seeding, or such combination of these methods necessary for effective erosion control. Use of hay bales is prohibited.

Provide seeding in accordance with UFGS Section 32 92 19 SEEDING.

1.1.12.14.1.2 Sediment Control Practices

Implement sediment control practices to divert flows from exposed soils, temporarily store flows, or otherwise limit runoff and the discharge of pollutants from exposed areas of the site. Implement sediment control practices prior to soil disturbance and prior to creating areas with concentrated flow, during the construction process to minimize erosion and sediment laden runoff. Include the following devices: silt fence and storm drain inlet protection.

1.1.12.15 Paragraph 3.2.6

Regarding Section 01 57 19.00 06 paragraph 3.2.6 Municipal Separate Storm Sewer System (MS4) Management, comply with the Fort Swampy MS4 permit.

1.1.12.16 Paragraph 3.3.1

Regarding Section 01 57 19.00 06 paragraph 3.3.1 Cofferdams, Diversions, and Dewatering, comply with the water quality standards and anti-degradation provisions of the state in which construction is being performed.

1.1.12.17 Paragraph 3.3.2

Regarding Section 01 57 19.00 06 paragraph 3.3.2 Waters of the United States, this task order does not authorize the Contractor to enter, disturb, destroy, or allow discharge of contaminants into waters of the United States.

1.1.12.18 Paragraph 3.4.2

Regarding Section 01 57 19.00 06 paragraph 3.4.2 Historical Resources, no existing historical resources are known to exist within the work boundaries of this task order.

1.1.12.19 Paragraph 3.5.1

Regarding Section 01 57 19.00 06 paragraph 3.5.1 Preconstruction Air Permits, preconstruction air permits will be provided by the Government.

Confirm that these permits have been obtained.

1.1.12.20 Paragraph 3.5.3

Regarding Section 01 57 19.00 06 paragraph 3.5.3 Burning, Burning is prohibited on the Government premises.

1.1.12.21 Paragraph 3.5.7

Regarding Section 01 57 19.00 06 paragraph 3.5.7 Dust Control, sprinkle or treat, with dust suppressants, the soil at the site, haul roads, and other areas disturbed by operations.

DOCUMENT 00 80 50.00 06 Page 15

1.1.12.22 Paragraph 3.5.7.1

Regarding Section 01 57 19.00 06 paragraph 3.5.7.1 Particulates, the following additional measures are required for this task order: None

1.1.12.23 Paragraph 3.5.7.2

Regarding Section 01 57 19.00 06 paragraph 3.5.7.2 Abrasive Blasting, no paint is expected to require removal by abrasive blasting as part of this task order.

1.1.12.24 Paragraph 3.6.2

Regarding Section 01 57 19.00 06 paragraph 3.6.2 Nonhazardous Solid Waste Diversion Report, include the following contents in this report:

Maintain an inventory of nonhazardous solid waste diversion and disposal of construction and demolition debris. Submit a report to the Contracting Officer on the first working day after each fiscal year quarter, starting the first quarter that nonhazardous solid waste has been generated.

Include the following in the report:

Construction and Demolition (C&D) Debris Disposed cubic yards

C&D Debris Recycled cubic yards

Total C&D Debris Generated cubic yards

Waste Sent to Waste-To-Energy Incineration Plant (This amount should not be included in the recycled amount) cubic yards

1.1.12.25 Paragraph 3.7.1.1.3

Regarding Section 01 57 19.00 06 paragraph 3.7.1.1.3 Analysis Type, No analysis of hazardous wastes not listed in 40 CFR 261, Hazardous Waste Listing is expected to be required for this project.

1.1.12.26 Paragraph 3.7.2.2

Regarding Section 01 57 19.00 06 paragraph 3.7.2.2 Control and Management of Solid Wastes, the following bracketed options apply to this task order:

Transport solid waste off Government property and dispose of it in compliance with 40 CFR 260, state, and local requirements for solid waste disposal. A Subtitle D RCRA permitted landfill is the minimum acceptable offsite solid waste disposal option.

Verify that the selected transporters and disposal facilities have the necessary permits and licenses to operate.

DOCUMENT 00 80 50.00 06 Page 16

1.1.12.27 Paragraph 3.7.5.1

Regarding Section 01 57 19.00 06 paragraph 3.7.5.1 Response and Notifications, notification of state or local authorities in the event of a spill is not required.

1.1.12.28 Paragraph 3.7.7.1.1

Regarding Section 01 57 19.00 06 paragraph 3.7.7.1.1 Treatment, dispose of the construction-related waste water off of Government property in accordance with 40 CFR 403 and state, regional, and local laws and regulations.

1.1.12.29 Paragraph 3.7.7.1.2

Regarding Section 01 57 19.00 06 paragraph 3.7.7.1.2 Surface Discharge, for discharge of ground water, Surface discharge in accordance with federal, state, and local laws and regulations.

1.1.12.30 Paragraph 3.7.7.1.3

Regarding Section 01 57 19.00 06 paragraph 3.7.7.1.3 Land Application, water generated from the flushing of lines after hydrostatic testing must be land- applied in accordance with federal, state, and local laws and regulations for land application.

1.1.12.31 Paragraph 3.15

Regarding Section 01 57 19.00 06 paragraph 3.15 PETROLEUM, OIL, LUBRICANT (POL) STORAGE AND FUELING, Storage of fuel on the project site must be in accordance with EPA, state, and local laws and regulations and paragraph OIL STORAGE INCLUDING FUEL TANKS.

1.1.12.32 Paragraph 3.17

Regarding Section 01 57 19.00 06 paragraph 3.17 PEST MANAGEMENT, pest management strategies are not required for this task order.

1.1.12.33 Paragraph 3.19

Regarding Section 01 57 19.00 06 paragraph 3.19 SOUND INTRUSION, confine pile-driving operations to the period between 8 a.m. and 4 p.m., Monday through Friday, exclusive of holidays, unless otherwise specified.

1.1.12.34 Paragraph 3.20

Regarding Section 01 57 19.00 06 paragraph 3.20 RADON MITIGATION SYSTEMS, radon mitigation is not required for this task order.

1.1.12.35 Paragraph 4.2.4.1

Regarding Section 01 57 19.00 06 paragraph 4.2.4.1 National Pollutant Discharge Elimination System (NPDES), The Government has already acquired the NPDES permit for this construction activity. It is the responsibility of the Contractor to determine if a general permit has been issued covering construction activities. Additionally, the Contractor is to follow the NPDES and Notice of Intent (NOI) requirements throughout the construction duration. In compliance with NPDES, a Storm Water Pollution Prevention Plan (SWPPP) or a Soil Erosion and Sediment Control Plan must

DOCUMENT 00 80 50.00 06 Page 17 be in place and followed for the duration of construction. The project specific SWPPP is attached at this section. A Storm Water Best Management Practices.

(SWBMP) Plan should also be included as part of the Environmental Protection Plan. After construction is finished, a Notice of Termination must be submitted within thirty (30) days after all land disturbing activity is complete.

1.1.12.36 Additional Changes

The following additional changes to the requirements in Section 01 57 19.00 06 TEMPORARY ENVIRONMENTAL CONTROLS AND PERMITS of the base MATOC are hereby incorporated into this task order scope of work:

No additional changes.

1.1.13 Modifications to Section 01 78 23

1.1.13.1 Paragraph 3.2.3

Regarding Section 01 78 23 paragraph 3.2.3, submit three hardcopies of the Operations and Maintenance manuals.

1.1.13.2 Additional Changes

The following additional changes to the requirements in Section 01 78 23 of the base MATOC are hereby incorporated into this task order scope of work: No additional changes.

PART 2 PRODUCTS

NOT USED

PART 3 EXECUTION

NOT USED.

PART 4 EXEMPTION AND CLARIFICATIONS

NOT USED.

DOCUMENT 00 80 50.00 06 Page 18

SECTION 01 02 10.00 06

PROJECT DESCRIPTION AND DESIGN REQUIREMENTS

03/25

PART 1 DESIGN OBJECTIVES

1.1 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.

AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI)

ANSI/AWWA C105/A21.5 Polyethylene Encasement for Ductile-Iron Pipe Systems

ANSI/AWS D1.1 (2010; Errata 2010) Structural Welding Code - Steel

ANSI C2 National Electrical Safety Code

AMERICAN SOCIETY OF CIVIL ENGINEERS (ASCE)

ASCE 7 (2010; Change 2010; Change 2011; Errata 2011; Change 2011) Minimum Design Loads for Buildings and Other Structures

ASTM INTERNATIONAL (ASTM)

ASTM A325 (2010) Structural Bolts, Steel, Heat Treated, 120/105 ksi Minimum Tensile Strength

ASTM A490 (2012) Structural Bolts, Alloy Steel, Heat Treated, 150 ksi Minimum Tensile Strength

ASTM D1557 (2012) Laboratory Compaction Characteristics of Soil Using Modified Effort (56,000 ft-lbf/ft3) (2700 kN-m/m3)

ELECTRONIC INDUSTRIES ALLIANCE (EIA)

EIA/TIA 568B Commercial Building Telecommunications Cabling Standard

EIA/TIA 569 Pathways and Spaces

NACE INTERNATIONAL (NACE)

NACE SP-0169 Control of External Corrosion on Underground or Submerged Metallic Piping Systems

NACE SP-0286 Electrical Isolation of Cathodically

SECTION 01 02 10.00 06 Page 1

Protected Pipelines

NACE SP-0185 Extruded Polyolefin Resin Coating Systems with Soft Adhesives for Underground or Submerged Pipe

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 101 (2012; Amendment 1 2012) Life Safety Code

NFPA 110 (20131) Emergency and Standby Power Systems

NFPA 13 (2010; Errata 10-1; TIA 10-1; TIA 11-2) Installation of Sprinkler Systems

NFPA 70 (2011; Errata 2 2012) National Electrical Code

NFPA 72 (2010; TIA 10-4) National Fire Alarm and Signaling Code

NFPA 780 (2011) Installation of Lightning Protection Systems

UNIFIED FACILITIES CRITERIA (UFC)

UFC 3-501-01 Electrical Engineering

UFC 3-520-01 Interior Electrical Systems

UFC 3-530-01 Interior and Exterior Lighting and Controls

UFC 3-550-01 Exterior Electrical Power Distribution

UFC 3-575-01 Lightning and Static Electricity Protection Systems

UFC 3-580-01 Telecommunications Building Cabling Systems Planning and Design

UFC 3-600-01 Fire Protection Engineering for Facilities

UFC 4-010-01 DoD Minimum Antiterrorism Standards for Buildings

UFC 4-021-01 Design and O&M: Mass Notification Systems

UNDERWRITERS LABORATORIES (UL)

UL 67 (2009; Reprint Sep 2010) Panelboards

1.2 SCOPE OF WORK

Design and construction shall comply with the requirements contained in this Request for Proposals (RFP). The design and technical criteria contained and cited in this RFP and the Unified Facilities Guide Specifications (UFGS) establish minimum standards for design and construction quality. The Designers of Record shall use the Unified Facilities Guide Specifications (UFGS) and the requirements contained in

SECTION 01 02 10.00 06 Page 2 this RFP to fully develop the technical specifications and construction drawings. The objective of this solicitation is to obtain a fully functional microgrid as described herein.

The drawings included in this RFP illustrate the conceptual design of the project. Plans provided shall be followed by the Design/Build Contractor to comply with the instillation's functional needs.

This contract shall consist of a base bid for the design and construction of the microgrid, including associated utilities, storm drainage, communications, electric, HVAC, lightning protection, fire protection/alarm system, paving, sidewalks, curbs, gutters, access drives, exterior lighting, grading, and physical security requirements.

The contract also includes the following bid options:

Bid Option #1 - One additional generator, minimum 1.979 MW, including other work as described in Section 00 10 00 .

1.3 APPLICABLE CRITERIA

Applicable design and construction criteria is specifically indicated, but not limited to that mentioned in this LRL Section 01 02 10.00 06 .

Criteria shall be taken from the most current references as of the date of issue of the RFP, unless noted otherwise. Referenced codes and standards are minimum acceptable criteria. Administrative, contractual, and procedural features of the contract shall be as described in other sections of the RFP.

1.4 SPECIFICATIONS

The technical specifications shall be developed from the Unified Facilities Guide Specifications (UFGS) by the Designers of Record. If not available in UFGS, the Designer of Record shall develop one using a SpecsIntact template. See LRL Section 01 03 00.00 06 DESIGN SUBMISSION REQUIREMENTS AFTER AWARD for further technical specification preparation requirements.

1.5 DESIGN QUALITY

The main objectives of this solicitation are to obtain a microgrid including associated site development within funds available, and to maximize design and materials quality. Design and materials quality is achieved through the integration of various componets within the microgrid, selection of systems for low-cost maintenance and operation, and an overall balance of resiliency and energy cost savings within the parameters provided herein.

1.6 DESIGN FREEDOM

Requirements stated and illustrated in this RFP are minimums. Innovative, creative, or cost-saving proposals which meet or exceed these requirements are encouraged and shall be considered during the design charette and design submittal reviews.

1.7 NOT USED

NOT USED

SECTION 01 02 10.00 06 Page 3

1.8 NOT USED

NOT USED

1.9 FORCE PROTECTION & ANTI-TERRORISM CONSIDERATIONS

Project design and construction shall comply with the Department of Defense Minimum Antiterrorism Standards for Buildings which is available on the internet at http://www.wbdg.org/ccb/browse_cat.php?o=29&c=4 Unified Facilities Criteria (UFC) for UFC 4-010-01 . Mass notification systems shall be in accordance with UFC 4-021-01 .

1.10 NOT USED

NOT USED

1.11 PERMITS

The contractor shall be responsible for preparing, filing, and paying for any fees required to obtain all necessary permits for the construction of this project, except as otherwise described in these specifications.

Preconstruction air permits will be obtained by the Government, using vender data supplied by the contractor.

PART 2 NOT USED

NOT USED

PART 3 SITE PLANNING AND DESIGN

3.1 EXISTING CONDITIONS

The project is located within the Base proper. The site is as shown in Attachment D - Civil Plans. See Project Site Photos in the appendices.

3.2 SITE DEVELOPMENT PLAN

The site layout drawing provided is a conceptual layout and shall be fully developed to include the requirements of this RFP. Provide a site development plan that shows the spatial and functional arrangement of [indicate name of building] requirements. The design shall provide an economical, compatible, and functional plan that utilizes the advantages of the site, preserves the maximum number of existing trees on the site, and organizes vehicular and pedestrian circulation. The site development plan shall accommodate site opportunities, site constraints, RFP requirements, and applicable codes.

3.3 NOT USED

NOT USED

3.4 GRADING AND DRAINAGE

The grading shall maintain existing topography while recognizing standard gradients. There shall be a balance of the quantity of cut and fill soils to create a smooth transition of graded areas into the existing natural site. The plan shall reflect selective site clearing that preserves as

SECTION 01 02 10.00 06 Page 4 many trees as possible. Grading shall manage site runoff to maintain rate of flow and quantity to pre-construction levels, or reduce site runoff where possible. The principles of positive drainage shall be applied to control the conditions that remove rainfall away from facilities and functions. Site designs shall seek to minimize the disturbance of land, and utilize natural drainage paths where possible. Federal, state and local regulations regarding the design of storm water management systems shall be considered the minimum design criteria.

3.4.1 NOT USED

NOT USED

3.5 CIRCULATION AND PARKING

The vehicular and pedestrian circulation system shall promote safe, efficient movement of vehicles and pedestrians within the site area, maximizing separation of vehicles and pedestrians. Safe circulation systems have a clear hierarchy of movement, lead to a clear destination, and do not interrupt other functions.

3.5.1 Vehicular Circulation

Vehicular circulation layout is determined by applying the design vehicle templates to the site design. The passenger car class includes passenger cars and light delivery trucks, such as vans and pick-ups. The passenger car template is equivalent to the non-organizational - privately owned vehicle (POV). The truck class template includes single-unit trucks, recreation vehicles, buses, truck tractor-semitrailer combinations, and trucks or truck tractors with semi-trailers in combination with full trailers. Templates showing the turning movements for design vehicles are provided by the American Association of State Highway and Transportation Officials (AASHTO). Obtain templates and utilize them during the design of the facility. Provide the vehicle clearances that are required to meet traffic safety for emergency vehicles, service vehicles, and moving vans.

Site entrances and site drive aisles shall include required traffic control signage. Maximize spacing between drives, incorporate right-angle turns, and limit the points of conflicts between traffic.

3.5.2 NOT USEDg

NOT USED

3.6 DEFINITIONS

3.6.1…