A.07.24_W911KB-17-R-0003_AM_5.pdf

Offers must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended, by one of the following methods:

(a) By completing items 8 and 15, and returning or (c) By separate letter or electronic communication which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by letter or electronic communication, provided each letter or electronic communication makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

E. IMPORTANT: Contractor is not is required to sign this document and return copies to the issuing office.

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT 1. CONTRACT ID CODE

2. AMENDMENT/MODIFICATION NUMBER 3. EFFECTIVE DATE 4. REQUISITION/PURCHASE REQUISITION NUMBER 5. PROJECT NUMBER (If applicable)

7. ADMINISTERED BY (If other than Item 6) CODE

STANDARD FORM 30 (REV. 11/2016)

Prescribed by GSA FAR (48 CFR) 53.243

FACILITY CODE

9A. AMENDMENT OF SOLICITATION NUMBER

9B. DATED (SEE ITEM 11)

10A. MODIFICATION OF CONTRACT/ORDER NUMBER

10B. DATED (SEE ITEM 13)

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offers is extended. is not extended.

12. ACCOUNTING AND APPROPRIATION DATA (If required) copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NUMBER AS DESCRIBED IN ITEM 14.

CHECK ONE A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE CONTRACT ORDER

NUMBER IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation data, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(b).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority)

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

15C. DATE SIGNED

15A. NAME AND TITLE OF SIGNER (Type or print)

16C. DATE SIGNED

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

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

PAGE OF PAGES

6. ISSUED BY CODE

8. NAME AND ADDRESS OF CONTRACTOR (Number, street, county, State and ZIP Code) (X)

CODE

15B. CONTRACTOR/OFFEROR

(Signature of person authorized to sign)

16B. UNITED STATES OF AMERICA

(Signature of Contracting Officer)

Previous edition unusable

W911KB

PROJECT TITLE / LOCATION: F-35A AIRCRAFT WEATHER SHELTER, SQUAD #1, EIELSON AFB, ALASKA (EIE378)

a. This amendment provides changes to the solicitation as indicated on the continuation pages of this document.

b. PHASE 2 PROPOSAL DUE DATE OF 24 OCTOBER 2017 AT 1400 ALASKA TIME is unchanged. Proposals shall be submitted in accordance with Section 00 21 00, paragraph 1.10, Proposal Format.

c. YOU ARE REQUIRED TO ACKNOWLEDGE RECEIPT OF THIS AMENDMENT ON THE REVERSE SIDE OF THE

STANDARD FORM 1442.

U.S. ARMY ENGINEER DISTRICT, AK

CEPOA-CT (W911KB)

PO BOX 6898

JBER AK 99506-0898

See Item 6

W911KB-17-R-0003

EIE378

1 2

10/06/2017

23-May-2017

10/6/2017

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

a. The following drawings are substituted for the superseded documents/sections:

NONE

b. The following revised documents/sections are substituted for the superseded documents/sections: The identifier “AM#5” appears before and after new and/or revised materials, except as noted below.

SECTION 00 11 01 – PROPOSAL SCHEDULE

- Reissuing entire Proposal Schedule in AM#5.

SECTION 01 10 00 – F35 AIRCRAFT WEATHER SHELTER, SQUAD #1

- Revised paragraphs 3.1.1.7; 3.2.10.1; 3.3.2.3; 3.3.7.1; 3.3.10; 3.4.2.5; 3.4.2.20; 3.4.3.2; 3.6.6.8;

3.6.6.9; 3.6.6.10; 3.6.6.11; 3.6.13.1; 3.6.13.2; 3.6.16.1; 3.6.18.1; 3.7.9.21; 3.9.5.1; and 5.10.

(Reissuing entire specification).

SECTION 01 19 30.02 29 – SPECIAL ITEMS FOR EIELSON AFB PROJECTS

- Revised paragraph 1.24.2 (Reissuing entire specification).

APPENDIX K – OWNER’S PROJECT REQUIREMENTS

- Revised paragraphs 3.9, 6.2, 8.3, 8.5, 8.8, 16.1, 16.2 and 18 (Reissuing entire Appendix K).

c. The following sections are deleted:

NONE

d. The following documents are added:

SECTION 02 82 13.00 10 – ASBESTOS ABATEMENT (ADDED BY AM#5)

e. The following revisions are incorporated:

NONE

f. Other:

Electronic files for the following shall be provided electronically to Phase 2 offerors:

- EIE378 CAD – Civil and Electrical

- EIE378 Survey Files

- EIE399 Preliminary Design

- EIE405 Preliminary Layout

(End of Summary of Changes)

ALL OTHER TERMS AND CONDITIONS SHALL REMAIN THE SAME.

W911KB-17-R-0003

F-35 A AIRCRAFT WEATHER SHELTER (SQD 1) W911KB-17-R-0003

EIE378 AM#5

PS- 1

PROPOSAL SCHEDULE

F-35A AIRCRAFT WEATHER SHELTER (SQD 1)

EIELSON AFB, ALASKA

AM#5……..

BASE ITEMS

Item No.

Description Estimated Quantity

Unit Unit Price Amount

0001 Design F-35A Aircraft Weather Shelter, complete 1 Job $_________ $_________

0002 Construct F-35A Aircraft Weather Shelter within the building 5-foot line, complete.

1 Job $_________ $_________

0003 Construct site work and utilities beyond the building 5 foot lines, complete. 1 Job $_________ $_________

0004 Provide Temporary Heating independent of existing central steam heating system, Complete

1 Job $_________ $_________

0005 Stockpile and Sample 4,000 Cubic Yards of Potentially Contaminated Soil, From Field Screening, Including Construction of Holding Cells, Complete*.

4,000 CY $_________ $_________

0006 Dispose of 1,500 Cubic Yards of POL Contaminated Soil, Complete**. 1,500 CY $_________ $_________

0007 Dispose of 20 Cubic Yards of PFOS/PFOA Contaminated Soil, Complete**. 20 CY $_________ $_________

Total of Base Items 0001 thru 0007 $_________

EIE378 AM#4

PS-2

OPTION ITEMS

Item No.

Description Estimated Quantity

Unit Unit Price Amount

0008 Purchase ACA-1 and ACA-2 avionics cooling units and deliver to site, Complete *** 1 Job $_________ $_________

0009 Purchase ACA-3 and ACA-4 avionics cooling units and deliver to site, Complete *** 1 Job $_________ $_________

00010 Purchase ACA-5 and ACA-6 avionics cooling units and deliver to site, Complete *** 1 Job $_________ $_________

0011 Purchase ACA-7 and ACA-8 avionics cooling units and deliver to site, Complete *** 1 Job $_________ $_________

0012 Install ACA-1 and ACA-2 avionics Cooling Units, at locations shown on drawings, Complete. If CLIN 0008 is not awarded, ACA-1 and ACA-2 will be Government Furnished, Contractor Installed. ***

1 Job $_________ $_________

0013 Install ACA-3 and ACA-4 avionics Cooling Units, at locations shown on drawings, Complete. If CLIN 0009 is not awarded, ACA-3 and ACA-4 will be Government Furnished, Contractor Installed. ***

1 Job $_________ $_________

0014 Install ACA-5 and ACA-6 avionics Cooling Units, at locations shown on drawings, Complete. If CLIN 0010 is not awarded, ACA-5 and ACA-6 will be Government Furnished, Contractor Installed. ***

1 Job $_________ $_________

PS- 3

OPTION ITEMS CONTINUED

Item No.

Description Estimated Quantity

Unit Unit Price Amount

0015 Install ACA-7 and ACA-8 avionics Cooling Units, at locations shown on drawings, Complete. If CLIN 0011 is not awarded, ACA-7 and ACA-8 will be Government Furnished, Contractor Installed. ***

1 Job $_________ $_________

0016 Provide Concrete airfield apron in lieu of Asphalt airfield apron around Weather Shelter, Complete.

1 Job $_________ $_________

0017 Unsatisfactory Material Excavation and Backfill. *****

280 CY $_________ $_________

0018 Furnish and Install IDS End Devices, Complete

****** 1 Job $_________ $_________

0019 Sample, Test and Remove Asbestos Containing Material (ACM), including packaging, storing and transporting, per spec section 01 57 20.01 29 and 02 82 13.00 10, Complete *******

2,000 LF $_________ $_________

Total of Optional Items 0008 thru 0019 $_________

TOTALS

Total of Base and Optional Items 0001 thru 0019 $_________

Proposed Contract Duration: ____________________

EIE378 AM#4

PS-4

* Work on CLIN 0005 shall be the cost for work identified in Specs 02 61 13 “Excavation and Handling of Contaminated Material” and Section 01 57 20.01 29 “Environmental Protection” that is additional to the requirements of the normal project excavation and the field screening identified in Section 31 09 20.00 29 “Field Screen Testing of Soils for POL Contamination”. It does not include costs for disposal of soils determined to be contaminated, which shall be included in CLINs 0006 and 0007. For CLIN 0005, the Contractor shall keep a record of the amount of soil being stockpiled and sampled, as required by results of the field screening.

AM#4… DELETED TEXT …AM#4 If the amount of contaminated soil stockpiled & sampled is above 115% or below 85% of the estimated quantity, the equitable adjustment will be in accordance with FAR CLAUSE 52.211-18, VARIATION IN ESTIMATED QUANTITY. CLIN 0005 does not include stockpiling or sampling of soil within those areas identified in Appendix A/sheet C-102 as requiring 100% stockpiling and sampling. Those costs are to be included in CLINs 0002 and 0003 as applicable.

** For CLINs 0006 and 0007, the Contractor shall keep a record of the amount of contaminated soil being disposed of. This is the soil determined to be contaminated through the testing of soil from those areas identified in Appendix A/sheet C-102 as requiring 100% stockpiling and sampling and the testing of soil required by CLIN 0005 to be stockpiled and sampled. Soil determined to be clean shall be disposed of as shown on the drawings. AM#4… DELETED TEXT …AM#4 If the amount of contaminated soil disposed of is above 115% or below 85% of the estimated quantity, the equitable adjustment will be in accordance with FAR CLAUSE

52.211-18, VARIATION IN ESTIMATED QUANTITY.

*** For CLINs 0008 - 0015, these options may be exercised at any time during the Construction Contract period and completion time shall be 180 days from the date of option award if award is made within 180 days of contract completion date.

**** For CLIN 0016, this option may be exercised at any time within 60 days of contract award.

***** Work on CLIN 0017 shall be the cost for work identified in Specs 01 10 00. The Contractor shall survey the extent of excavation and keep a record of the unsatisfactory material removed and disposed of. This CLIN can be awarded up to 10 times. For CLIN 0017, this option can be awarded at any time during the Construction Contract Period.

****** Work on CLIN 0018 shall be the cost of the Intrusion Detection System end devices noted in Section 01 10 00/2.2.6.3.A. as funded with other than MILCON funds. This option may be exercised at any time during the Construction Contract period and completion time shall be 120 days from the date of option award if award is made within 120 days of contract completion date.

******* For CLIN 0019, the Contractor shall keep a record of the amount of ACM material being removed and disposed of. If the amount of material being removed and disposed of is above 115% or below 85% of the estimated quantity, the equitable adjustment will be in accordance with FAR CLAUSE 52.211-18, VARIATION IN ESTIMATED QUANTITY. This option can be awarded at any time during the Construction Contract period.

EVALUATION OF OFFERS.

1. AWARD: Award will be made in accordance with Section 00 22 20 – PHASE 2 DESIGN-

BUILD SELECTION PROCEDURES AND BASIS FOR AWARD.

PS- 5

2. INCOMPLETE OFFERS: Failure to submit an offer on all items in the schedule constitutes an incomplete offer. Incomplete offers may be rejected. Lump sum or unit prices must be shown for each item within the schedule.

3. EXTENSIONS: All extensions of the unit prices shown will be subject to verification by the Government. In case of variation between the unit price and the extension, the unit price will be considered to be the offer.

4. SPECIAL CONDITION: If a modification to an offer based on unit prices is submitted which provides for a lump sum adjustment to the total estimated cost, the application of the lump sum adjustment to each unit price in the proposal schedule must be stated. If it is not stated, the offeror agrees that the lump sum adjustment shall be applied on a pro rata basis to every unit price in the proposal schedule.

-- END OF PROPOSAL SCHEDULE –

…..AM#5

F-35 AIRCRAFT WEATHER SHELTER (SQD 1) W911KB-17-R-0003

SECTION 01 10 00

F35 AIRCRAFT WEATHER SHELTER, SQUAD #1

TABLE OF CONTENTS

TABLE OF CONTENTS

1.0 PROJECT OBJECTIVES

1.1 SECTION ORGANIZATION

1.1.1 This Section is organized under seven major Articles

2.0 SCOPE AND PURPOSE

2.1 F35 AIRCRAFT WEATHER SHELTER SQUAD #1 SCOPE

2.1.1 GENERAL

2.1.2 UTILITIES

2.1.3 SITE

2.1.4 SUSTAINABILITY

2.1.5 OFFEROR

2.1.6 EAFB BEDDOWN WORK INTERFACES

2.2 FUNCTIONAL SCOPE REQUIREMENTS

2.2.1 FACILITY DESCRIPTION

2.2.2 SITE

2.2.3 ACCESSIBILITY

2.2.4 BUILDING AREAS

2.2.5 SCHEMATIC FLOOR PLAN

2.2.6 GOVERNMENT FURNISHED / GOVERNMENT INSTALLED (GFGI)

EQUIPMENT

2.2.7 FURNITURE REQUIREMENTS

3.0 FUNCTIONAL CRITERIA/REQUIREMENTS

3.1 ENVIRONMENTAL REQUIREMENTS

3.1.1 GENERAL DESCRIPTION

3.2 UTILITY REQUIREMENTS

3.2.1 CRITERIA, CODES AND STANDARDS

3.2.2 GENERAL DESCRIPTION

3.2.3 DOMESTIC/FIRE WATER

3.2.4 SEWER IN UTILIDOR

3.2.5 STEAM SYSTEM

3.2.6 CONDENSATE RETURN SYSTEM

3.2.7 UTILIDOR SUMPS

3.2.8 PIPE SYSTEM APPURTENANCES

3.2.9 CORROSION PROTECTION

3.2.10 NEW UTILIDOR

3.3 CIVIL REQUIREMENTS

3.3.1 CRITERIA, CODES AND STANDARDS

3.3.2 GENERAL REQUIREMENTS

3.3.3 Geotechnical

3.3.4 LIMITS OF EXCAVATION FOR STRUCTURES

3.3.5 GEOTECHNICAL TESTING

3.3.6 Excess Clean Fill

3.3.7 Borrow Material

3.3.8 GROUND IMPROVEMENT FOR STRUCTURES AND FACILITIES

3.3.9 GROUND VIBRATION MONITORING

3.3.10 Excavation, Soils and Site Grading

3.3.11 Site Access, Haul Route, Security

3.3.12 Storm Water

3.3.13 Airfield Pavements

3.3.14 Aprons

3.3.15 Airfield Pavement Markings

3.3.16 Contractor Staging/Storage Yard

3.3.17 Parking

3.3.18 Snow Removal and Storage

3.3.19 Waste Disposal

3.4 STRUCTURAL REQUIREMENTS

3.4.1 CRITERIA, CODES AND STANDARDS

3.4.2 GENERAL REQUIREMENTS

3.4.3 DESIGN LOADS

3.4.4 STRUCTURAL MATERIALS

3.4.5 ANTITERRORISM FORCE PROTECTION (AT&FP) AND PROGRESSIVE

COLLAPSE

3.5 ARCHITECTURAL REQUIREMENTS

3.5.1 CRITERIA, CODES AND STANDARDS

3.5.2 GENERAL REQUIREMENTS

3.5.3 FUNCTIONAL SPACES

3.5.4 SPACE PLANNING

3.5.5 BUILDING ENVELOPE

3.5.6 EXTERIOR MATERIALS

3.5.7 BIRD NESTING MITIGATION

3.5.8 ARCHITECTURAL INTERIOR FINISHES

3.5.9 SOUND TRANSMISSION CLASSIFICATION RATINGS

3.5.10 BUILDING SIGNAGE

3.5.11 OPERATIONS AND MAINTENANCE MANUALS (O&M)

3.6 MECHANICAL REQUIREMENTS

3.6.1 CRITERIA, CODES AND STANDARDS

3.6.2 GENERAL REQUIREMENTS

3.6.3 EXTERIOR DESIGN CONDITIONS

3.6.4 INTERIOR DESIGN CONDITIONS

3.6.5 LOAD CALCULATIONS

3.6.6 GENERAL MATERIALS AND METHODS

3.6.7 GENERAL MECHANICAL REQUIREMENTS

3.6.8 GENERAL PIPING REQUIREMENTS

3.6.9 VIBRATION ISOLATION

3.6.10 SEISMIC PROTECTION

3.6.11 TESTING AND BALANCING

3.6.12 GENERAL INSULATION REQUIREMENTS

3.6.13 PLUMBING SYSTEM

3.6.14 STEAM AND CONDENSATE SYSTEM

3.6.15 VENTILATION SYSTEM

3.6.16 HYDRONIC SYSTEM

3.6.17 COMPRESSED AIR SYSTEM

3.6.18 FUEL CAPTURE SYSTEM

3.6.19 BUILDING AUTOMATION SYSTEM

3.7 FIRE PROTECTION REQUIREMENTS

3.7.1 GENERAL OVERVIEW

3.7.2 CRITERIA, CODES AND STANDARDS

3.7.3 REFERENCES

3.7.4 GENERAL REQUIREMENTS

3.7.5 QUALIFIED FIRE PROTECTION ENGINEER (QFPE)

3.7.6 QUALIFIED SYSTEM INSTALLERS

3.7.7 QUALIFIED SYSTEM DESIGNER(S)

3.7.8 QFPE AREA OF RESPONSIBILITY DURING THE CONSTRUCTION PHASE . 122

3.7.9 LIFE SAFETY REQUIREMENTS

3.7.10 UTILITIES

3.7.11 FIRE SPRINKLER AND FOAM SYSTEMS

3.7.12 FIRE ALARM, MASS NOTIFICATION AND FOAM SYSTEMS

3.7.13 TESTING

3.7.14 TRAINING

3.7.15 WARRANTY

3.8 ELECTRICAL REQUIREMENTS

3.8.1 CRITERIA, CODES AND STANDARDS

3.8.2 GENERAL REQUIREMENTS

3.8.3 DESIGN CRITERIA

3.8.4 SITE ELECTRICAL DISTRIBUTION SYSTEM

3.8.5 INTERIOR ELECTRICAL DISTRIBUTION SYSTEM

3.8.6 LIGHTING

3.8.7 LIGHTNING PROTECTION

3.8.8 GROUNDING:

3.9 COMMUNICATIONS REQUIREMENTS

3.9.1 CRITERIA, CODES AND STANDARDS

3.9.2 GENERAL TELECOMMUNICATIONS

3.9.3 ACCESS CONTROL SYSTEM

3.9.4 INTRUSION DETECTION SYSTEM

3.9.5 CCTV

3.9.6 CATV

3.10 SUSTAINABILITY REQUIREMENTS

3.10.1 CRITERIA, CODES AND STANDARDS

3.10.2 LEED CERTIFICATION – NOT REQUIRED

3.10.3 THIRD PARTY CERTIFICATION – GUIDING PRINCIPLES

3.10.4 FULL TIME EQUIVALENT ANALYSIS (FTE)

3.10.5 COMMISSIONING

4.0 TECHNICAL GUIDE SPECIFICATIONS

5.0 ROOM CRITERIA SHEETS

5.1 STANDARD WEATHER SHELTER BAY (14)

5.2 WEATHER SHELTER WASH BAY (2)

5.3 ARCTIC ENTRY

5.4 BREAK AREA(S)

5.5 RESTROOMS (3)

5.6 JANITOR CLOSET

5.7 MECHANICAL ROOMS (2)

5.8 ELECTRICAL ROOMS (2)

5.9 COMMUNICATION ROOM

5.10 FIRE PROTECTION ROOM(S)

6.0 APPLICABLE CRITERIA

6.1 INDUSTRY CRITERIA

6.2 MILITARY CRITERIA

6.3 EAFB DESIGN GUIDES

7.0 GLOSSARY

SECTION 01 10 00

STATEMENT OF WORK

1.0 PROJECT OBJECTIVES

The project objective is to design and construct facilities for the military that are consistent with the design and construction practices used for civilian sector projects that perform similar functions to military projects.

For example, a Company Operations Facility has the similar function as an office/warehouse in the civilian sector; therefore the design and construction practices should be consistent with the design and construction of an office/warehouse building.

Comparison of Military Facilities to Civilian Facilities

Military Facility Civilian Facility F35 Aircraft Weather Shelter Low Maintenance Aircraft Hangar

It is the Air Force's objective that these buildings will have a 50 year useful life. The design and construction should provide an appropriate level of quality to ensure the continued use of the facility over that time period with the application of reasonable preventive maintenance and repairs that would be industry-acceptable to a major civilian sector project OWNER. The facility design should consider that the Air Force may repurpose the use of the facility over the 50 year life. The Government’s intent is to install products and materials of good quality that meet industry standard average life that corresponds with the period of performance expected before a major renovation or repurpose. The design should be flexible and adaptable to possible future uses different than the current to the extent practical while still meeting the operational and functional requirements defined within. Flexibility is achieved through design of more flexible structural non-load-bearing wall and column system arrangements. The site infrastructure will have at least a 50-year life expectancy with industry-accepted maintenance and repair cycles. Develop the project site for efficiency and to convey a sense of unity or connectivity with the adjacent buildings and with the Installation as a whole.

Requirements stated in this contract are minimums. Innovative, creative, and life cycle cost effective solutions, which meet or exceed these requirements are encouraged. Further, the Offeror is encouraged to seek solutions that will expedite construction (panelization, pre-engineered, etc.) and shorten the schedule. The intent of the Government is to emphasize the placement of funds into functional/operational requirements. Materials and methods should reflect this by choosing the most economical Type of Construction allowed by code for this occupancy/project allowing the funding to be reflected in the quality of interior/exterior finishes and systems selected.

1.1 SECTION ORGANIZATION

1.1.1 THIS SECTION IS ORGANIZED UNDER SEVEN MAJOR ARTICLES.

A. Article 1 is intended to define the project objectives and to provide a comparison between the military facility(ies) and comparable “civilian” type buildings.

B. Article 2 describes the Scope, Purpose and Functional requirements of the project.

C. Article 3 describes discipline specific functional criteria.

D. Article 4 describes Technical Guide Specifications (UFGS)

E. Article 5 provides Room Criteria Sheets describing requirements for each individual programmed room.

F. Article 6 is the Applicable Criteria containing references standards, references, sketches, and other related materials.

G. Article 7 contains a Glossary of Abbreviations.

2.0 SCOPE AND PURPOSE

2.1 F35 AIRCRAFT WEATHER SHELTER SQUAD #1 SCOPE

2.1.1 GENERAL

2.1.1.1 The new F35 Aircraft Weather Shelter Squad #1 shall be located on Charlie Apron at 150.5’ off the centerline of existing taxiway within the “South Loop” of the Eielson Air Force Base (EAFB) cantonment area (Refer to Appendix A).

2.1.1.2 The project involves construction of a new 77,385 square foot 16-bay F35 Aircraft Weather Shelter, Squad #1 to support sustained aircraft generation rates in a climate controlled facility. The shelter shall protect aircraft parked on the apron in a ready condition and during operational checks on electronic equipment. In addition, the shelter shall protect equipment from dust, moisture, ice, and high winds. The facility shall include 1 shelter bay per aircraft, in-bay aircraft refueling, minor maintenance, and aircraft washing (2 bays). Support facilities for the shelter will include break room(s), unisex toilets, mechanical, electrical, communication, and fire protection areas. An aircraft service apron shall be provided around the perimeter of the building footprint (vehicular parking is not required). Aircraft rated pavements are required to connect the facility to existing taxiways.

2.1.2 UTILITIES

2.1.2.1 Shelter utilities shall be supported by new utilidors systems that shall include steam, condensate return, sewer, water, power, and communications to tie into the base’s utilidor infrastructure nearby.

2.1.2.2 Electrical scope includes upgraded overhead distribution lines from the Central Heating and Power Plan (CHPP) to the south loop area project site. A substantial amount of work associated with the F35 bed down is anticipated and will be happening in this general area, general coordination with other construction teams may be necessary. This project provides the power distribution upgrades that several other projects are depending on for permanent power. Close coordination with the Government is required. Refer to Electrical in Article 3.8 for additional scope.

2.1.3 SITE

2.1.3.1 Provide all site design and construction necessary to support the F35 Aircraft Weather Shelter #1. Supporting facilities include, but are not limited to, rigid pavement, asphalt pavement, Weather Shelter support equipment siting, utilities, electric service, exterior and security lighting, telecommunications, fire protection and alarm systems, water, steam/condensate, sewer, oil water separators, storm drainage systems, storm water management, and site improvements. Include Antiterrorism/Force Protection measures in the facility/site design in accordance with applicable criteria. Include applicable storm water Best Management Practices (BMPs). Provide appropriate site vegetation for unpaved areas.

2.1.3.2 Prior to construction activities, the Offeror and Contracting Officer Representative shall perform an existing condition survey. At the completion of the Task Order/Contract, the Offeror and Contracting Officer Representative shall perform a final condition survey to determine repair/replacement requirements.

2.1.3.3 Provide all site improvements necessary to support the new facility.

2.1.4 SUSTAINABILITY

2.1.4.1 This project has been registered and shall be required to be certified under the USGBC Guiding Principles Assessments (GPA). The Offeror will be responsible for preparation and execution of section 01 33 29 Sustainability Reporting, design, construction review and processing. Refer to Article 3.10 Sustainable Requirements and Division 01 specifications section 01 33 29 Sustainability Reporting.

2.1.5 OFFEROR

2.1.5.1 The Offeror’s Architect and Engineer(s) of Record shall be responsible for the design associated with the work. Complete design shall include that required to define and describe execution of the work including safety measures. The Designer of Record shall develop the specifications for this project as prescribed by the technical requirements stated in UFC 1-300-02.

2.1.5.2 The objective is to have a Offeror-prepared design which meets the project requirements and criteria, when completed meets the quality and design intent of the RFP for the F35 Aircraft Weather Shelter Squad #1 to sustain aircraft generation rates during arctic weather (as low as -50°F), mitigate the impacts on aircraft support equipment, and maintain overall fleet health with the building assembly and related support systems as outlined herein. The goal being to ensure that the adequacy and quality of desired construction are built into the criteria and documented during the evaluation process. Final Design solutions are to be provided by Design-Build (D-B) Offeror, not the Government. The Offeror is responsible for full compliance with the Request for Proposal (RFP) and the accepted proposal.

2.1.6 EAFB BEDDOWN WORK INTERFACES

2.1.6.1 Work Interfaces and Interaction with other Contractors: The F35 Aircraft Weather Shelter Squad #1 is one of many EAFB F35-A Beddown Projects to be designed and constructed by 2020. The integration and coordination of all projects and their associated Offeror’s are integral to the success of each project and the Beddown Program as a whole. Offeror’s shall coordinate directly with the Governments assigned Contracting Officers for this project, in order to, obtain direction on adjacent project work and schedule interfaces to execute the work. Refer to F35 Beddown Work Site Plan, Appendix A for:

A. Haul routes

B. Borrow and disposal pits

C. Access gates

D. Utility and new pavement work

E. Future and current construction projects and related contract work schedule dates.

2.2 FUNCTIONAL SCOPE REQUIREMENTS

2.2.1 FACILITY DESCRIPTION

2.2.1.1 Design and construct an F35 Aircraft Weather Shelter Squad #1 as a Construction Type I or II non-combustible construction, including cast-in-place reinforced footing and foundation walls or insulated shallow foundations, split-face CMU exterior wainscot, and a single ply membrane roof system of Polyvinylchloride (PVC) or Ethylene Propylene Diene Monomer (EPDM) membrane. The shelter shall utilize conventional design and construction methods to accommodate the mission of the facility. The facility shall be compatible with applicable Department of Defense (DoD), Air Force, and base design standards. In case of conflicts, the most restrictive shall govern. Project shall include fire suppression, systems, all utilities, pavements, communications, site improvements, and associated supporting facilities to provide a complete and useable facility. In addition, local materials and construction techniques shall be used where cost effective. The facility shall also be able to withstand wind loads and seismic effects as prescribed in applicable codes and design guides. Facilities shall be designed as permanent construction in accordance with the DoD Unified Facilities Criteria (UFC) 1-200-01, General Building Requirements and UFC 1-200-02, High Performance and Sustainable Building Requirements. This project shall comply with DoD antiterrorism/force protection requirements per UFC 4-101-01.

2.2.1.2 The building shall include 16 aircraft bays; 2 of them wash bays, break area(s) for F35 personnel, restrooms, janitor’s closet(s), recycling area(s), arctic entries, and support spaces including mechanical, electrical, fire protection, and communications.

2.2.1.3 Mechanical, electrical and communications spaces shall be directly accessed via exterior doors. Catwalk(s) access shall be provided for maintenance where vertical lift fabric doors are provided per UFC 4-211-01.

2.2.1.4 The project shall incorporate all related civil, mechanical, electrical, fire suppression, utilities, pavements, site improvements, communications, and other necessary supporting facilities for a complete and useable facility. See articles 3.5 and 5.0 Room Criteria Sheets for space allocation and room information.

2.2.1.5 The facility shall function as a shelter with floor, walls and ceilings, lightning and surge protection, and electrical grounding, to accommodate the mission of the facility to include utilities and aircraft-rated pavements. The facility shall be compatible with applicable DoD, Air Force, and Base design standards. The maximum building gross area cannot exceed the following Authorized Programmed Amount of 77,385 square feet.

2.2.1.6 In addition, local materials and construction techniques shall be used where cost effective. The facility shall withstand wind loads, seismic effects and arctic conditions as prescribed in applicable model codes and design guides. Special foundations shall be appropriate for arctic conditions. Facilities shall be designed as permanent construction in accordance with the DoD Unified Facilities Criteria (UFC) 1-200-01, General Building Requirements and UFC 1-200-02, High Performance and Sustainable Building Requirements. This project shall comply with DoD antiterrorism/force protection requirements per UFC 4-010-01. In addition, the RFP shall comply with current Air Force design standards, Pacific Air Force (PACAF) design directives, approved EAFB standards, and referenced code and design standards as denoted in this section for each disciplinary subsection contained hereafter.

2.2.1.7 Schematic Plans have been provided depicting spatial relationships and adjacencies of all required areas for convenience purposes. AM#4… DELETED TEXT …AM#4 Offerors are expected to provide their own solution that meets all program requirements, maintains efficient work flow between spaces, and meets program area minimums as described in the Room Criteria Sheets and other applicable portions of 01 10 00 Statement of Work.

2.2.1.8 Refer to Article 3.5 Architectural Requirements for additional room function criteria and 5.0 Room Criteria Sheets.

2.2.2 SITE

2.2.2.1 The new F35 Aircraft Weather Shelter Squad #1 shall be located on Charlie Apron southwest of Building 1338 (18 AGRS AMU Hangar) located 150.5’ off the centerline of existing taxiway within the South Loop of the EAFB cantonment area (Refer to Appendix A, Sheet C-101).

2.2.2.2 The approximate area for the site development is 8.4 acres, excluding new utility corridor connection to the new utility utilidor from the east. Site layout for the building is based on UFC 3-260-01. The facility is located primarily within an existing aircraft apron aircraft parking area.

2.2.2.3 The facility and apron shall be sited and oriented in accordance with UFC 3-260-01.

This project will be constructed concurrently with the airfield paving project (EIE399) that will repave the entire aprons/taxiways adjacent to this project. The Offeror shall coordinate construction access, drainage design and design details with UFC EIE399 project as specified further in Article 3.3. EIE399 design will be provided to the successful offeror immediately following award of EIE378 for the Offeror to use in design of EIE378.

2.2.3 ACCESSIBILITY

2.2.3.1 FTQW 170112, F35-A Aircraft Weather Shelter Squadron #1 has been excluded from ABA Standards based on this project being designed and constructed for use exclusively by able bodied military personnel. This project is not required to meet Architectural Barriers Act (accessibility) Standards.

2.2.4 BUILDING AREAS

2.2.4.1 Gross areas of facilities shall be computed according to UFC 3-101-01; 2-2, building area calculations. Maximum gross area limits indicated in paragraph 2.2, scope, may not be exceeded.

2.2.4.2 In addition to the spaces identified in UFC 3-101-01, the following spaces shall be excluded from the gross area calculations: catwalks, roof overhangs, and soffits.

2.2.5 SCHEMATIC FLOOR PLAN

2.2.5.1 A Schematic Floor Plan solution has been provided for reference purposes AM#4… DELETED TEXT …AM#4; refer to Appendix A. This Weather Shelter floor plan has been provided as a guide and in some cases for design feature preferences. Refer to Section 00 22 20 for direction of design preferences and/or coordinate with the Government on providing an acceptable solution. This Schematic Design is not intended to modify or supersede AM#4… DELETED TEXT …AM#4 the site specific scope and functional/operational requirements specified within the RFP. The Offeror will be responsible for all aspects of the design as designer of record and as identified in contract clauses “Responsibility of the Contractor for Design”, “Warranty of Design”, and “Construction Role During Design”.

2.2.6 GOVERNMENT FURNISHED / GOVERNMENT INSTALLED (GFGI) EQUIPMENT

2.2.6.1 Coordinate with Government on GFGI item requirements and provide suitable structural support, brackets for electronic & data equipment, all utility connections, including required clearances space for all GFGI items.

2.2.6.2 Fire extinguishers are GFGI. Fire extinguisher brackets and cabinets are contractor furnished and installed (CFCI). All Computers, related hardware, indoor and outdoor cameras are GFGI. AM#4...Access Control and Intrusion Detection are

CFCI….AM#4

2.2.6.3 The following are also GFGI items:

AM#4...

A. Facility security equipment (CCTV and Intrusion Detection System) shall be designed and provided by the contractor, with the exception that end devices shall be funded by other than MILCON or shall be provided and installed by the government. The contractor shall provide all components for rough-in (conduits and pathways, enclosures, outlet boxes, power, cabinets, pull strings) as required for the installation of the end devices. For the IDS, end devices not included as part of the base contract include Proprietary Remote Area Data Collectors (RADCs), motion and infrared sensors, alarms, cameras, monitors, and balanced magnetic switches.

For CCTV, end devices not included as part of the base contract include cameras and monitors. ...AM#4

B. Facility Data (e.g., routers, switches, modems) equipment, facility telephone switch equipment, and required UPS systems; radio transmitting equipment, and associated antenna and wiring (raceway to be provided by Offeror); front end equipment associated with CATV, and separate front end audio equipment not associated with a Combined Mass Notification and Paging System.

2.2.7 FURNITURE REQUIREMENTS

2.2.7.1 Provide furniture design for all spaces listed in Article 3. Coordinate with the Government to define requirements for furniture systems, movable furniture, storage systems, equipment, and existing items to be reused, etc. Early coordination of furniture design is required for a complete and usable facility.

2.2.7.2 The procurement and installation of furniture is NOT included in this contract.

Furniture will be provided and installed under a separate furniture vendor/installer contract. It is the government's intention to allow the furniture vendor/Offeror access to the facility during and after the beneficial occupancy date (BOD) for the purposes of planning, designing and coordinating the FF&E scope of work. Furniture shall be installed after BOD. The furniture vendor/installer contract will include all electrical pre-wiring and the whips for final connection to the building electrical systems;

however; the Offeror shall make the final connections to the building electrical systems under this contract. Furthermore, the Offeror shall provide all Information/Technology (IT) wiring (i.e., LAN, phone, etc.) up to and including the face plate of all freestanding and/or systems furniture desk tops, the services to install the cable and face plates in the furniture, the coordination with the furniture vendor/installer to accomplish the installation at the appropriate time, and all the final IT connections to the building systems under this contract.

2.2.7.3 Coordinate furniture, fixture and equipment with the installation and incorporate into the FF&E design and package. Reference Section 01 33 16.00 29 Design After Award for FF&E design and procurement requirements.

2.2.7.4 Refer to Room Criteria Sheets in Article 5.0 for additional information on FF&E items and scope.

3.0 FUNCTIONAL CRITERIA/REQUIREMENTS

3.1 ENVIRONMENTAL REQUIREMENTS

3.1.1 GENERAL DESCRIPTION

3.1.1.1 Environmental issues must be considered in both the design and construction of this project. In general, the Offeror is responsible for preparing the necessary documentation, including work plans, sampling and testing reports, and other documents required to accomplish the work.

3.1.1.2 The Offeror shall comply, and ensure that all subcontractors comply, with all applicable federal, state and local laws regulations, ordinances and standards related to environmental matters. The Offeror shall also comply, and ensure that all subcontractors comply, with all specific instructions or directions given to the Offeror by Eielson AFB.

3.1.1.3 Surface runoff that enters excavations may become contaminated if soils are contaminated. Dewatering of surface runoff from excavation shall include sampling and test and treating as required. Any dewatering required during construction shall be coordinated with the contracting officer; reference specification section 01 57

20.01 29 for additional dewatering requirements.

3.1.1.4 If any garbage, debris, drums, free liquids, or other potentially hazardous materials are encountered during construction, the contracting officer shall be notified before proceeding with removal.

3.1.1.5 Construction and demolition waste management. Land reclamation does not meet the requirement of waste diversion.

3.1.1.6 All hazardous construction wastes as defined in 40 CFR, part 261, shall be collected and disposed of in accordance with 40 CFR, parts 260-268, and the Eielson hazardous materials and waste management plan. Offeror is responsible for properly marking, labeling, securing and calling in a work request for disposal of hazardous materials/waste through CE Hazwaste. The Offeror shall provide the hazardous materials pharmacy (Hazmart) a list of all hazardous materials that the Offeror will bring onto government property. The Offeror shall provide copies of all SDSs and an inventory for each hazardous chemical listed in OSHA hazard communication standard 29 CFR 1910.1200 to be used to the Hazmart to the fire department, building 1206-fire alarm center. Each SDS shall be on file prior to use of the chemical, and shall be maintained for all chemicals. Once the hazardous material is used, its quantity of use shall be reported to the Hazmart along with the disposition of the container. Offeror shall not store hazardous waste on base for more than 30 days.

3.1.1.7 All spills of hazardous waste, hazardous materials or nonregulated material such as oils, antifreeze, grease, latex paint, hydraulic fluid, etc. that contaminate either soil, surface waters, ground water, air, or inside of buildings, shall be reported to 354 CES/CEIEC at 377-SPIL (or to the fire department), immediately for reporting purposes to local, state, and federal agencies and proper clean up actions. If after hours or during a weekend, contact the base fire department and then request them to contact 354 CES/CEIEC.

AM#5…

Prior to demolition of fueling/defueling systems as identified in 3.3.2.3, all residual fuel shall be removed. Fueling/defueling systems pipe assemblies may contain asbestos. Offeror shall inspect and test for asbestos per section 3.1.1.13 A, B, C, D.

…AM#5

3.1.1.8 Any suspected hazardous materials encountered during demolition and construction shall immediately be brought to the attention of the contracting officer’s representative. Work shall not resume until the contracting officer is satisfied that the materials are not hazardous. Should they be found to be hazardous, the Offeror shall immediately take steps to contain the material, so further damage and contamination does not occur. The Offeror shall then immediately submit a proposal for removal to the contracting officer.

3.1.1.9 Removal and/or installation of electrical equipment containing oil (e.g. Transformers and regulators) requires a notification of 354 CES/CEVQ and 354 CES/CEIEC via electrical equipment inventory sheet to ensure the spill plan inventory is updated. All transformers (both PCB and non-PCB) and light ballasts (unless labeled “No PCBs”) must be disposed through the Eielson hazardous material and waste handling facility. Project must fund disposal costs.

3.1.1.10 Federal and state and law protects the cliff swallow that builds mud nests on base facilities. Once the cliff swallow establishes nest and lays eggs, the nest cannot be removed until the nests are no longer occupied. Harassment of any birds to force them to abandon an occupied nest is a violation of state and federal law. All demolition work to known cliff swallow nesting locations, i.e. eaves, porches, entranceways, etc. should be done prior to 10 May, or after 1 August, so that nesting cliff swallows do not delay the project. The Offeror shall initiate a program to remove the partially completed nests daily from 10 May to 21 July to avoid work stoppage. If the Offeror removes nests in violation of federal and state law, the Offeror is responsible for any charges filed by U.S. Fish and Wildlife service and state of Alaska Department of Public Safety and is the liable party. The Offeror cannot file a project delay claim against the Government if the Offeror does not follow these cliff swallow procedures. In addition, the Offeror shall take into account any design limitations which are required to mitigate cliff swallow nesting.

3.1.1.11 Comply with the “Eielson AFB Waste Disposal/Borrow Pit Plan” and submit a project specific environmental protection/borrow pit plan within 30 days of award covering all waste disposal, borrow pit and project site operations. The plan shall include, but not be limited to, the use of on-base waste disposal sites, name and location of off-base disposal sites, borrow pits to be used, borrow pit development, methods used to safely and legally transport waste to all disposal sites, methods used to prevent erosion and other non-point pollution at the project site, a contingency plan for effectively handling spills of hazardous materials, and training for employees on all elements of the plan. An example of the environmental protection/borrow pit plan is available in hard copy or electronic copy from the contracting officer.

3.1.1.12 In the event of ground penetration greater than six inches, the Offeror shall conduct field screening of any disturbed soil.

3.1.1.13 Before conducting any connection of the new facility to the old utilidor/utiliduct structure, contact 354 CES/CEOII Insulation Shop at Tel# 907-377-1577 for more details to inspect the old site records for asbestos. If asbestos is discovered, an asbestos plan will be required and must include the following:

A. Asbestos manifests: all asbestos waste manifests shall be signed by CEO/CEOI prior to removal of such waste from the base. A copy of the completed manifest (signed by the receiving landfill) shall be submitted to CEO/CEOI.

B. The Offeror shall follow “Eielson Air Force Base Asbestos Management and Operations Plan (Asbestos MOP final)”, section 2.1.13. Refer to 01 10 00, 4.3 electronic attachments for instructions on downloading guide from website.

C. The Offeror is:

1) Responsible for identifying asbestos containing material (ACM) prior to conducting maintenance, abatement, renovation, or demolition activities.

2) Responsible for making proper notification and providing copies to CES/CEIEC and CEO/CEOI.

3) Prior to final approval of job completion, a copy of asbestos removal procedures, amounts removed, type of product removed, location of removal actions and residual product left in place be provided to 354 CES/CEOII Insulation Shop, Tel# 907-377-1577. This is required for updates to the facility asbestos register maintained by the insulation shop in accordance with 40 CFR 763, afi32-1052 and AFOSH 161-21.

D. The EPA requires demolition notification for all buildings that are to be destroyed regardless of the amount of asbestos contained in the building (this requirement includes buildings that have never contained asbestos).

3.1.1.14 Comply with Eielson AFB Fugitive Dust Emission Plan to include: fugitive dust emission (airborne dust generated by construction, vehicles operating on unpaved surfaces, transfer or transport of dust producing materials, soil, stockpiling, etc.)

Shall be controlled at the construction site, along haul routes, and at staging areas.

Water spraying shall be conducted as necessary, determined by contracting officer, to minimize fugitive dust generation. Limit traffic speeds on all unpaved road surfaces to 15 mph. Any uncontaminated dirt or mud, which is tracked onto paved roadways shall be cleaned away that day. Depending on conditions, the roadway will be watered before cleaning or if a street sweeper is used, it will have a water system that controls dust around the sweeper during operation. A copy of Eielson AFB Fugitive Dust Emission Plan is included in section 01 57 20.01 29, or contact Air Quality Program Manager at 907-377-1815, 1164 or 3313.

3.1.1.15 For the installation and/or exchange of any diesel and gasoline generators, liquid fuel fired boilers, and/or propane fire heaters, the stationary emission unit needs to be pre-approved prior to purchase by the base Air Quality Program. The Offeror needs to provide the unit number and serial number of the stationary emission unit (generators, boilers, and/or fired heaters), make, model, and rating of the stationary emission unit, the anticipated installation date and anticipated initial start-up date.

3.1.1.16 Ensure any chemical-based fire protection systems and refrigerant containing equipment (refrigerators, coolers, etc.) That are installed comply with 40 CFR 82 -protection of stratospheric ozone.

3.1.1.17 Dewatering of the site is not preferred nor recommended. If planned and approached cautiously, dewatering may be avoided. If dewatering is necessary, groundwater shall be pumped up gradient using the details presented in the standard dewatering guidelines attached to section 01 57 20.01 29.

3.1.1.18 The Eielson Air Force Base landfill is not available for disposal including asbestos from existing utilidors. Reference section 01 57 20.01 29 for additional disposal requirements.

3.1.1.19 Ground-disturbing activities

A. Work in involving ground-disturbing activities requires a construction work plan and environmental support work plan approved by the 354 CES/CEIEC, USACE, ADEC, and EPA prior to the start of work. Reference specifications 31 09 20.00 29 FIELD SCREEN TESTING OF SOILS FOR CONTAMINATION and 02 61 13 EXCAVATION AND HANDLING OF CONTAMINATED SOIL for requirements of the work plans. If these work plans have not been completed and approved at the time a "dig permit" is requested, clearance by environmental division will be denied.

B. These plans may be submitted separately or combined. The plans must adequately describe the project as well as address how the Offeror plans to deal with screening soils and the potential encounter of the contaminants of concern, which typically include petroleum, oils, and lubricants (POL) and perfluorooctanesulfonate/perfluorooctanoic acid (PFOS/PFOA).

C. Soil at the project site was investigated for chemical contamination during the geotechnical investigation. The chemical data report, which summarizes sample results, is included as an appendix. Although the report focuses on soil data, groundwater contamination is a primary media of concern and would significantly affect any de-watering operations

3.1.1.20 Additional Information

A. See Appendix A for additional information related to excavation and sampling.

3.2 UTILITY REQUIREMENTS

3.2.1 CRITERIA, CODES AND STANDARDS

A. Refer to section 6.0. Note that UFC’s and National Codes govern over Eielson Design Guides.

3.2.2 GENERAL DESCRIPTION

3.2.2.1 Eielson Air Force Base operates centralized utilities for potable water, fire protection, sanitary sewer, and district steam heat. Water line (to support fire flow and domestic uses), sanitary sewer, steam, and steam condensate return shall be routed to the Weather Shelter through underground utilidor to allow for routine maintenance and protection from the harsh arctic environment. The utilidor shall connect to the mechanical room of the building on the south end of the building.

3.2.2.2 Piping systems shall be installed complete including (but not limited to): appropriate racks, hangers, expansion joints, sump pumps, anchors, pipe guides, and pipe insulation.

3.2.2.3 All serviceable piping system items must be accessible from a manhole.

3.2.2.4 All piping systems shall be insulated in accordance with the EAFB Guidelines regarding Insulation.

3.2.2.5 Notifications of planned utility outages, planned duration of outages and any other impacts to base operations and shall be in compliance with the following:

A. Coordinate all outages, traffic revisions and impacts to construction with the Contracting Officer Representative with USAF. Refer to Section 01 19 30.02 29 Special Items for EAFB Projects.

B. The Offeror shall perform the potability testing following water outages. Potability testing shall be in accordance with AWWA C651-14.

C. Notify the fire Department a minimum of 72 hours prior to any fire hydrant outage.

The Offeror is not required to provide temporary fire hydrant service during construction. The Offeror shall cover all non-operational fire hydrants with black plastic to indicate their status. The Offeror shall allow clear access to fire hydrants when they are operational.

3.2.2.6 A confined space entry permit shall be issued in accordance with the Offeror’s confined space entry program.