W912PP22R0006 ERCIP Install MicroGrid_Amendment 0002.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 telegram 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 your desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter 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 NO. 3. EFFECTIVE DATE 4. REQUISITION/PURCHASE REQ. NO. 5. PROJECT NO. (If applicable)

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

STANDARD FORM 30 (REV. 10-83)

Prescribed by GSA FAR (48 CFR) 53.243

FACILITY CODE

9A. AMENDMENT OF SOLICITATION

NO.

9B. DATED (SEE ITEM 11)

10A. MODIFICATION OF CONTRACT/ORDER NO.

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 ONLY APPLIES TO MODIFICATION OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NO. 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 NO.

IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, 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 (No., 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)

NSN 7540-01-152-8070

Previous edition unusable

W912PP

ERCIP Install Micro-Grid at White Sands Missile Range, New Mexico.

1.This is Amendment No. 0002 to Solicitation No. W912PP22R0006 The following revisions shall be incorporated into the specifications. All other provisions shall remain unchanged.

U.S. ARMY ENGINEER DISTRICT, ALBUQUERQUE

CORPS OF ENGINEERS

4101 JEFFERSON PLAZA, N.E.

ALBUQUERQUE, NEW MEXICO 87109-3435

See Item 6

J

W912PP22R0006

1 2

04/07/2022

03/14/2022

W912PP22R0006

AMENDMENT No. 0002

2. SPECIFICATIONS: Delete the following listed pages and substitute the pages attached hereto. On the revised pages, for convenience, changes are emphasized by STRIKETHROUGH for deletions and UNDERLINE for additions from the previous issue. All portions of the revised (or new) pages shall apply whether or not changes have been indicated.

Delete Page Insert Page

TABLE OF CONTENTS TABLE OF CONTENTS

00 22 16 - SUPPLEMENTARY INSTRUCTIONS

TO PROPOSERS, PAGE 17 OF 121

00 22 16 - SUPPLEMENTARY INSTRUCTIONS

TO PROPOSERS, PAGE 17 OF 121

00 70 00 – CONDITIONS OF

THE CONTRACT, PAGE 81-82 OF

00 70 00 – CONDITIONS OF

THE CONTRACT, PAGE 81-82 OF

01 35 20.00 44 – SPECIAL PROJECT

PROJCEDURES FOR WHITE SANDS MISSLE

RANGE

01 35 20.00 44 – SPECIAL PROJECT

PROJCEDURES FOR WHITE SANDS MISSLE

RANGE

01 50 00 – TEMPORARY CONSTRUCTION

FACILITIES AND CONTROLS

01 50 00 – TEMPORARY CONSTRUCTION

FACILITIES AND CONTROLS

NA APPENDIX B – BORROW PITS

3. DRAWING CHANGES: The following drawings have been revised and the sequence number changed to indicate such revision:

Delete Page Insert Page

NA

////////LAST ITEM////////

WSMR ERCIP Install Micro-Grid W912PP22R0006

WSMR, NM RTA

PROJECT TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 00 00.00 44 CONSTRUCTION SCHEDULE

01 01 10.00 44 SPECIAL PROJECT REQUIREMENTS

01 11 00 SUMMARY OF WORK

01 30 00 ADMINISTRATIVE REQUIREMENTS

01 32 01.00 10 PROJECT SCHEDULE

01 33 00 SUBMITTAL PROCEDURES

01 35 20.00 44 SPECIAL PROJECT PROCEDURES FOR WHITE SANDS MISSILE RANGE

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00.00 10 QUALITY CONTROL

01 45 00.15 10 RESIDENT MANAGEMENT SYSTEM CONTRACTOR MODE (RMS CM)

01 45 35 SPECIAL INSPECTIONS

01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

01 56 00.00 44 DUST CONTROL

01 57 20.20 10 ENVIRONMENTAL PROTECTION FOR WHITE SANDS MISSILE RANGE

01 57 24.02 44 STORM WATER POLLUTION PREVENTION PLAN (New Mexico)

01 57 25.00 44 SWPP PLAN INSPECTION AND MAINTENANCE REPORT FORM

01 58 00 PROJECT IDENTIFICATION

01 71 23.00 44 SURVEY, LAYOUT, AND OTHER DATA

01 74 19 CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL

01 78 00 CLOSEOUT SUBMITTALS

01 78 23 OPERATION AND MAINTENANCE DATA

01 91 00.15 10 TOTAL BUILDING COMMISSIONING

DIVISION 03 - CONCRETE

03 30 00 CAST-IN-PLACE CONCRETE

DIVISION 05 - METALS

05 12 00 STRUCTURAL STEEL

DIVISION 13 - SPECIAL CONSTRUCTION

13 48 73 SEISMIC CONTROL FOR MISCELLANEOUS EQUIPMENT

DIVISION 25 - INTEGRATED AUTOMATION

25 05 11 CYBERSECURITY FOR FACILITY-RELATED CONTROL SYSTEMS

25 05 11.01 CYBERSECURITY FOR FACILITY-RELATED CONTROL SYSTEMS -

MicroGrid Fire Alarm/Mass Notification

DIVISION 26 - ELECTRICAL

26 08 00 APPARATUS INSPECTION AND TESTING

PROJECT TABLE OF CONTENTS Page 1

00 10 00 SOLICITATION, OFFER, AND AWARD, SF 1442; PROPOSAL

SCHEDULE, CORPORATE,PARTNERSHIP, JOINT VENTURE CERTIFICATES

00 20 00 INSTRUCTIONS FOR PROCUREMENT

00 21 00 INSTRUCTIONS

00 22 16 SUPPLEMENTARY INSTRUCTIONS TO PROPOSERS

00 45 00 REPRESENTATIONS AND CERTIFICATIONS

00 50 00 CONTRACTING FORMS AND SUPPLEMENTS - Wage Determination

00 70 00 CONDITIONS OF THE CONTRACT

WSMR, NM RTA

26 12 19.10 THREE-PHASE, LIQUID-FILLED PAD-MOUNTED TRANSFORMERS

26 20 00 INTERIOR DISTRIBUTION SYSTEM

26 27 14.00 20 ELECTRICITY METERING

26 31 00 SOLAR PHOTOVOLTAIC (PV) COMPONENTS

26 32 15.00 NATURAL GAS GENERATOR SET STATIONARY 15-2500 KW, WITH

AUXILIARIES

26 33 53 BATTERY ENERGY STORAGE SYSTEM (BESS)

26 36 23 AUTOMATIC TRANSFER SWITCHES

26 42 14.00 10 CATHODIC PROTECTION SYSTEM (SACRIFICIAL ANODE)

DIVISION 27 - COMMUNICATIONS

27 10 00 BUILDING TELECOMMUNICATIONS CABLING SYSTEM

DIVISION 28 - ELECTRONIC SAFETY AND SECURITY

28 31 70 INTERIOR FIRE ALARM SYSTEM, ADDRESSABLE

DIVISION 31 - EARTHWORK

31 00 00 EARTHWORK

31 11 00 CLEARING AND GRUBBING

31 62 16.16 STEEL H-PILES

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 11 23 AGGREGATE BASE COURSES

32 11 23.23 BASE COURSE DRAINAGE LAYERS

32 15 00 AGGREGATE SURFACING

32 31 13 CHAIN LINK FENCES AND GATES

DIVISION 33 - UTILITIES

33 11 00 WATER UTILITY DISTRIBUTION PIPING

33 11 23 NATURAL GAS PIPING

33 40 00 STORM DRAINAGE UTILITIES

33 71 01 OVERHEAD TRANSMISSION AND DISTRIBUTION

33 71 02 UNDERGROUND ELECTRICAL DISTRIBUTION

33 82 00 TELECOMMUNICATIONS OUTSIDE PLANT (OSP)

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 2

APPENDIX

APPENDIX A MANAGING DEMOLITION WASTE

APPENDIX B BORROW PITS

2 B Proposal Schedule

1 0 N/A Not Rated

2 C Bid Guarantee (Bid Bond)

1 1 N/A Not Rated

2 D Certifications/ Representation And Other Statements

1 0 N/A Not Rated

2 D E Financials and Financial Standing Questionnaire

1 0 N/A Not Rated

2 E F Small Business Subcontracting Plan

1 0 N/A Acceptable/Unacceptable

2 F G JV Agreement or Teaming Agreement (if applicable) and/or Corporate, Partnership, Joint Venture Certificate

1 0 N/A Not Rated

2.3.1 Past Performance Questionnaires, Representations and Certifications, performance recognition documents, Small Business Participation Past Performance, and Small Business Participation Commitment Document are excluded from the page count. Title sheets, indices, a detailed work schedule, and tables of contents are EXCLUDED from the page limitations specified in the tables above.

2.3.2 NOTE: Pages that exceed the required page limitations will not be evaluated. Additional pages over the maximum allowed will be removed or not read and will not be evaluated by the Government.

2.3.3 NOTE: A RATING OF UNACCEPTABLE ON ANY FACTOR WILL RESULT IN

AN OVERALL RATING OF UNACCEPTABLE.

3. PROPOSAL FILES

3.1 Format. The submission shall be clearly indexed and logically assembled. Each volume shall be clearly identified and shall begin at the top of a page. All pages of each volume shall be appropriately numbered and identified by the complete company name, date, and Request for Proposal (RFP) number in the header and/or footer. A Table of Contents should be created using the Table of Content feature in MS Word. MS Word (doc) files shall use the following page setup parameters:

(d) Subcontracts. The Contractor shall insert the substance of this clause, including this paragraph (d), in all subcontracts including subcontracts for the acquisition of commercial products or commercial services.

(End of clause)

52.211-10 COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK (APR 1984)

The Contractor shall be required to

(a) commence work under this contract within ten (10) calendar days after the date the Contractor receives the notice to proceed,

(b) prosecute the work diligently, and

(c) complete the entire work ready for use not later than the dates or number of calendar days set forth in the schedule below.

The time stated for completion shall include final cleanup of the premises.

SCHEDULE

Item of Work

Commencement Time in Calendar Days After Receipt of Notice to Proceed

Completion Time in Calendar Days After

Receipt of Notice to Proceed

Liquidated Damages Per Calendar Day

BASE BID

(1) Total Cost of ERCIP Micro-Grid, Complete

10 540 $1,656.00

BID OPTION NO. 1

(2) Perimeter Maintenance Service Roads - Compacted Aggregate, see Section 01 01 01 for information)

If this bid option is exercised, an additional 30 calendar days will be added to the total Completion Time which includes the base bid and exercised bid options.

$1,656.00

BID OPTION NO. 2

(3) Interior Aggregate Ground Cover - Inside Fenced Solar Array Footprint, Complete

If this bid option is exercised, an additional 45 calendar days will be added

$1,656.00

L4ECCGDC

Cross-Out to the total Completion Time which includes the base bid and exercised bid options.

1. If both Bid Option No. 1 and Bid Option No. 2 are exercised, the Base Bid Completion Time will be increased an additional 75 calendar days for a total Completion Time of 615 835 calendar days.

2. Total Completion Time is defined as the Completion Time in calendar days stated for the base bid plus the additional calendar days for completion associated with any exercised bid option(s). The total completion time is the time specified in the contract to complete the work.

(End of clause)

52.211-12 LIQUIDATED DAMAGES--CONSTRUCTION (SEP 2000)

(a) If the Contractor fails to complete the work within the time specified in the contract, the Contractor shall pay liquidated damages to the Government in the amount of $1,656.00 for each calendar day of delay until the work is completed or accepted.

(b) If the Government terminates the Contractor's right to proceed, liquidated damages will continue to accrue until the work is completed. These liquidated damages are in addition to excess costs of repurchase under the Termination clause.

(End of clause)

52.217-7 OPTION FOR INCREASED QUANTITY--SEPARATELY PRICED LINE ITEM (MAR 1989)

The Government may require the delivery of the numbered line item, identified in the Schedule as an option item, in the quantity and at the price stated in the Schedule. The Contracting Officer may exercise the option by written notice to the Contractor within 90 calendar days after award of the Base Bid. Delivery of added items shall continue at the same rate that like items are called for under the contract, unless the parties otherwise agree.

(End of clause)

52.219-28 POST-AWARD SMALL BUSINESS PROGRAM REREPRESENTATION (SEP 2021)

(a) Definitions. As used in this clause--

Long-term contract means a contract of more than five years in duration, including options. However, the term does not include contracts that exceed five years in duration because the period of performance has been extended for a cumulative period not to exceed six months under the clause at 52.217-8, Option to Extend Services, or other appropriate authority.

Small business concern--

L4ECCGDC

Cross-Out

WSMR, NM Amendment 0002

SECTION 01 35 20.00 44

SPECIAL PROJECT PROCEDURES FOR WHITE SANDS MISSILE RANGE

7/2008

PART 1 GENERAL

1.1 NOTICE OF RESTRICTED ACCESS TO WHITE SANDS MISSILE RANGE

White Sands Missile Range is a restricted area in its entirety. Access to the Range by foreign nationals is not authorized unless approved on a case-by-case basis by the commander. The Contractors shall present to the Contracting Officer or his representative acceptable evidence of United States citizenship or bona fide immigrant alien status for each Contractor or sub-contractor employee who will perform work at this installation.

Requests for foreign national access shall be presented to the Contracting Officer at least 14 days prior to the desired access date. The following information must be included in each visit request: Name in full, security clearance, official title or position, nationality, visa, passport, order number, or serial number, date(s) desired and purpose of visit.

1.2 CONTRACTOR ACCESS PROGRAM

Contractors must complete and submit the attached Form 5000 for employee access. The current Access Control requirements published on the WSMR Directorate of Emergency Services website are as follows:

1.2.1 ACCESS CONTROL

All visitors to White Sands Missile Range (WSMR) must have a valid need for access and a White Sands Missile Range Point of Contact (POC) or sponsor for that visitor. The exception for this is to visit the Missile Park and Museum (in this case access will be restricted to the area of the museum).

When visitors arrive they must have a valid state or federal ID, a WSMR sponsor or POC and provide that information to the access clerks or guards at the gate.

Entry Requirements for person without a Valid DOD ID Card requesting unescorted access:

1. A valid purpose for entering the installation; (Attend Meeting, visit Museum, Job interview, etc.)

2. Valid driver's license

3. Current vehicle registration (If operating a vehicle)

4. Proof of current insurance (If operating a vehicle)

5. License plate number

6. Provide the destination, name of facility, building number, street address, or unit name/designation

The visitor's POC/sponsor will be contacted and the visitor will be ran through the NCIC-III database and a determination will be made for acceptability.

SECTION 01 35 20.00 44 Page 1

Once acceptability has been determined a Temporary Gate Pass will be issued for short visits not to exceed 14 days.

For visits that exceed this time frame the visitors MUST have a SPONSOR and complete the Form 5000. The Form 5000 contains personal information and it must be protected. DO NOT transmit over open e-mail. Protect the document with a password and send the two forms over separate e-mails or provide information to the POC/Sponsor who will submit with an encrypted email" and 102 for Main Post and/or Up Range.

A pass completed by this method can be up to 365 days from the completed NCIC-III Check. (Done with the Form 5000 or a Temporary Gate Pass). The request forms must be submitted by the POC/Sponsor and not the requestor.

Once acceptability has been determined, the Form 102 will be returned to the POC/Sponsor and the visitor will be granted a temporary pass to go to the WSMR access badge processing center.

For more information, please contact the Installation Physical Security Section at: 575-678-7626/5414/7905

For this Contract, the USACE Contracting Officer's Representative (COR) shall serve as the Government POC/Sponsor.

1.2.2 Background Checks

The Contractor may be requested to furnish information to conduct background checks for each employee to the Security Directorate and/or Pass & Badge Office prior to access to the installation.

1.2.3 Identification of Employees

The Contractor shall be responsible for furnishing to each employee, and for requiring each employee engaged on the work to display, identification as approved and directed by the Contracting Officer. Prescribed identification shall immediately be delivered to the Contracting Officer for cancellation upon release of any employee. When required, the Contractor shall obtain and provide fingerprints of persons employed on the project. Contractor and subcontractor personnel shall wear identifying markings on hard hats clearly identifying the company for whom the employee works. Contractor personnel shall wear visible Contractor-furnished employee identification badges while physically on the Installation. Each badge shall include, as a minimum, the company name, employee name, photograph, Contract Title, Contract Number, and the expiration date of the badge.

1.2.4 Utility Outages

Although no outages are anticipated, the following guidelines are provided: Utility outage permits are required. The contractor is responsible for the coordination and submitting all forms and sketches required for any outage. Utility, road and railroad closures require a minimum ten(10) working days advance written notice and will be subject to WSRO approval. In the case of a road closure a sketch shall be in accordance with the Manual on Uniform Traffic Control Devices, and shall be provided at no additional cost to the government.

1.2.5 General Requirements

The Contractor is responsible for daily clean-up and completes restoration of the area once the contract is complete. Work shall be accomplished in accordance with all applicable contract documents.

SECTION 01 35 20.00 44 Page 2

1.2.6 Environmental Concerns

The Contractor is responsible for getting all Environmental approvals (SWPPP's, etc…). The Contractor shall prepare a SWPPP for review by the Government and shall be a co-permittee on the NPDES permit. Once the Government has reviewed and accepted the Contractor's submitted SWPPP, the Contractor shall submit a Notice Of Intent (NOI) and provide a copy to the Government no later than 5 days prior to earth disturbance. See Section 01 57 20.20 44 ENVIRONMENTAL PROTECTION FOR WHITE SANDS MISSILE RANGE for more detail.

SWPPP: All work shall be in accordance with the National Pollutant Discharge Elimination System Manual (NPDSM) December 2003. The Contractor is responsible for installing and maintaining all erosion and sediment control devices until permanent stabilization of the disturbed site has occurred. All erosion and sediment control devices shall be inspected weekly and after every storm and repairs made if necessary. At the completion of construction and after the vegetation has been established, the Contractor shall remove all temporary erosion and sediment control devices. The Contractor shall construct or install temporary and permanent erosion and sediment control best management practices (BMPs) in accordance with UFSWF Guide Specification Section 01 57 23 STORM WATER

POLLUTION PREVENTION MEASURES.

Unexploded Ordinance (UXO): WSMR is an active range and all Contractor employees must have WSMR provided UXO training.Mandatory UXO training is required for all Contractor personnel prior to start of onsite activities. UXO Training is available online at:

https://www.wsmr.army.mil/ux/Pages/default.aspx . No one is allowed on WSMR range areas without the training. No one shall disturb any suspicious object or item that could be a UXO and it should be immediately reported to 678-7588 or 678-3411.

Information on projected roadblocks, lockouts, and lock-ins can be obtained by calling (575) 678-1178 (recording) and/or (575) 678-2222 (office).

1.3 Demolition Waste

All non-hazardous solid waste resulting from demolition operations (construction and demolition, C&D, debris) on WSMR shall be recycled and/or disposed of at an approved off-site solid waste or recycling facility. The contractor shall segregate and recycle, at a minimum, all scrap metal including, but not limited to, steel, aluminum, copper, copper wire, brass, and pipes. The contractor shall report to the WSMR Garrison Environmental Division Solid Waste Program Manager, the tons and type of material recycled and disposed, identify the recycling and disposal facility and provide the information to the government. The contractor shall be responsible for proper collection and disposal of all other non-hazardous solid waste (trash) generated at the job site. Cardboard, paper, aluminum cans, soda and water bottles should be recycled in any available blue recycling trailer conveniently located on main post.

As an alternative to off-site disposal and recycling of C&D debris, the contractor is authorized to recycle scrap metal, asphalt, concrete and clean fill on-site. The contractor must coordinate with the WSMR Garrison Environmental Division Solid Waste Manager (678-2415) and complete and submit the WSMR Diverted/Stockpiled Materials Monthly Report Form. The contractor is authorized to dispose of other acceptable C&D debris at the

SECTION 01 35 20.00 44 Page 3 on-site C&D landfill. The attached WSMR C&D Waste Turn-In Inspection Sheet identifies C&D debris accepted at the on-site C&D landfill. The contractor shall report the tons and type of material recycled and disposed to the government. The contractor is authorized to recycle all scrap metal including, but not limited to, steel, aluminum, copper, copper wire, brass, and pipes at the on-site scrap metal yard, Monday through Thursday, 7:30am to 11:30am and 12:30pm to 2:30pm.

Concrete shall be crushed in accordance with WSMR and New Mexico Air Quality regulations and government specifications. The contractor shall apply for a General Construction Permit (GCP) through New Mexico Environment Department. The contractor shall comply with the provisions (one of them is the use of water spray). Out of state contractors will need to provide a relocation notice from wherever they came from to New Mexico Environment Department as part of the GCP application. The contractor will coordinate with WSMR Garrison Environmental Division Air Quality Program Manager (678-2225) at the planning stage before crushing operation begins.

"A satellite accumulation point (SAP) must be established by the contractor for accumulation of lead-based paint and asbestos waste generated during removal and abatement on WSMR. Contact the Hazardous Waste Management Center (HWMC), 678-4641, for further guidance. A SAP may also be required for proper management and disposal of paint related waste when other than latex or acrylic paint is used. An inventory of products to be used on WSMR, along with the manufacturer's SDS/MSDS, shall be provided to the HWMC prior to start of work.

1.4 DIGGING PERMIT AND UTILITY LOCATES

For all project activities requiring excavation, soil borings, or other subsurface work, the Contractor shall complete the attached WSMR Digging Permits in accordance with the Digging Permit Processes contain therein.

The Contractor is responsible for completing BOTH Digging Permits and obtain all required signatures/approvals to ensure all potential underground utilities and communication lines are identified. The Contractor shall allow a minimum of 45 calendar days for the WSMR Digging Permit Process from submission to Government Approval.

For the INFORMATION MANAGEMENT DIRECTORATE TRANSMISSION SECTION (WG-G6-DTE) EXCAVATION PERMIT, the form is to be filled out and e-mailed to Mr. Adam Carruth (adam.m.carruth.civ@mail.mil) and Mr. Danny Apodaca (daniel.d.apodaca2.civ@mail.mil). The WSMR Commo Group will mark/flag the commo lines in the area per the information provided, and when completed, e-mail the signed document back to the POC that submitted the locate request. The Commo group also signs the WSMR Digging Permit once the Commo Locate form and process has been completed.

For locates of utilities that do not belong to White Sands Missile Range, the Contractor shall submit a request through the website https://geocall.nm811.org/geocall/portal .

Contact: WSMR BOID Office at 575-678-1116 to request forms.

Email to: usarmy.wsmr.sec.list.zo-dpw-service-desk@army.mil.

1.5 Anticipated Roadblocks

Test missions at White Sands Missile Range involve required road closures to meet safety protocols. Accordingly, the Contractor shall anticipate

SECTION 01 35 20.00 44 Page 4 eight (8) roadblock delays per month that may interrupt transportation into and from White Sands Missile Range, as well as travel within the White Sands Missile Range installation. Each roadblock has a duration up to two

(2) hours.

For locations of roadblocks on public roads, information is available at https://www.wsmr.army.mil/Pages/WhiteSandsRoadBlockSchedule.aspx .

To access information for the latest roadblock information, contact (575) 675-1178. The information is updated each weekday in the afternoon for the following day.

PART 2 PRODUCTS (NOT APPLICABLE)

PART 3 EXECUTION (NOT APPLICABLE)

-- End of Section --

SECTION 01 35 20.00 44 Page 5

SECTION 01 50 00

TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

11/20

PART 1 GENERAL

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 WATER WORKS ASSOCIATION (AWWA)

AWWA C511 (2017) Reduced-Pressure Principle Backflow Prevention Assembly

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 70 (2020; ERTA 20-1 2020; ERTA 20-2 2020; TIA

20-1; TIA 20-2; TIA 20-3; TIA 20-4)

National Electrical Code

NFPA 241 (2019) Standard for Safeguarding Construction, Alteration, and Demolition Operations

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 (2014) Safety and Health Requirements Manual

1.2 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Construction Site Plan ; G

Traffic Control Plan ; G

Haul Road Plan ; G

Contractor Computer Cybersecurity Compliance Statements ; G

Contractor Temporary Network Cybersecurity Compliance Statements ; G

SD-06 Test Reports

Backflow Preventer Tests

SECTION 01 50 00 Page 1

SD-07 Certificates

Backflow Tester Certification

Backflow Preventers Certificate of Full Approval

1.3 CONSTRUCTION SITE PLAN

Prior to the start of work, submit for Government approval a site plan showing the locations and dimensions of temporary facilities (including layouts and details, equipment and material storage area (onsite and offsite), and access and haul routes, avenues of ingress/egress to the fenced area and details of the fence installation. Identify any areas which may have to be graveled to prevent the tracking of mud. Indicate if the use of a supplemental or other staging area is desired. Show locations of safety and construction fences, site trailers, construction entrances, trash dumpsters, temporary sanitary facilities, and worker parking areas.

1.4 BACKFLOW PREVENTERS CERTIFICATE

1.4.1 Backflow Tester Certificate

Prior to testing, submit to the Contracting Officer certification issued by the State or local regulatory agency attesting that the backflow tester has successfully completed a certification course sponsored by the regulatory agency. Tester must not be affiliated with a company participating in other phases of this Contract.

1.4.2 Backflow Prevention Training Certificate

Submit a certificate recognized by the State or local authority that states the Contractor has completed at least 10 hours of training in backflow preventer installations. The certificate must be current.

1.5 DOD CONDITION OF READINESS (COR)

DOD will set the Condition of Readiness (COR) based on the weather forecast for sustained winds 50 knots ( 58 mph ) or greater. Contact the Contracting Officer for the current COR setting.

Monitor weather conditions a minimum of twice a day and take appropriate actions according to the approved Emergency Plan in the accepted Accident Prevention Plan, EM 385-1-1 Section 01 Emergency Planning and the instructions below.

Unless otherwise directed by the Contracting Officer, comply with:

a. Condition FOUR (Sustained winds of 58 mph or greater expected within 72 hours): Normal daily jobsite cleanup and good housekeeping practices. Collect and store in piles or containers scrap lumber, waste material, and rubbish for removal and disposal at the close of each work day. Maintain the construction site including storage areas, free of accumulation of debris. Stack form lumber in neat piles less than 3.3 feet high. Remove all debris, trash, or objects that could become missile hazards. Review requirements pertaining to "Condition THREE" and continue action as necessary to attain "Condition FOUR" readiness. Contact Contracting Officer for weather and COR updates and completion of required actions.

SECTION 01 50 00 Page 2

b. Condition THREE (Sustained winds of 58 mph or greater expected within 48 hours): Maintain "Condition FOUR" requirements and commence securing operations necessary for "Condition ONE" which cannot be completed within 18 hours. Cease all routine activities which might interfere with securing operations. Commence securing and stow all gear and portable equipment. Make preparations for securing buildings. Reinforce or remove formwork and scaffolding. Secure machinery, tools, equipment, materials, or remove from the jobsite.

Expend every effort to clear all missile hazards and loose equipment from general base areas. Contact Contracting Officer for weather and COR updates and completion of required actions. Review requirements pertaining to "Condition TWO" and continue action as necessary to attain "Condition THREE" readiness.

c. Condition TWO (Sustained winds of 58 mph or greater expected within 24 hours): Secure the jobsite, and leave Government premises.

d. Condition ONE. (Sustained winds of 58 mph or greater expected within 12 hours): Contractor access to the jobsite and Government premises is prohibited.

1.6 CYBERSECURITY DURING CONSTRUCTION

{For Reference Only: This subpart (and its subparts) relates to AC-18, SA-3, CCI-00258.} Meet the following requirements throughout the construction process.

1.6.1 Contractor Computer Equipment

Contractor owned computers may be used for construction. When used, contractor computers must meet the following requirements:

1.6.1.1 Operating System

The operating system must be an operating system currently supported by the manufacturer of the operating system. The operating system must be current on security patches and operating system manufacturer required updates.

1.6.1.2 Anti-Malware Software

The computer must run anti-malware software from a reputable software manufacturer. Anti-malware software must be a version currently supported by the software manufacturer, must be current on all patches and updates, and must use the latest definitions file. All computers used on this project must be scanned using the installed software at least once per day.

1.6.1.3 Passwords and Passphrases

The passwords and passphrases for all computers must be changed from their default values. Passwords must be a minimum of eight characters with a minimum of one uppercase letter, one lowercase letter, one number and one special character.

1.6.1.4 Contractor Computer Cybersecurity Compliance Statements

Provide a single submittal containing completed Contractor Computer Cybersecurity Compliance Statements for each company using contractor

SECTION 01 50 00 Page 3 owned computers. Contractor Computer Cybersecurity Compliance Statements must use the template published at http://www.wbdg.org/ffc/dod/unified-facilities-guide-specifications-ufgs/forms-graphics-tables . Each Statement must be signed by a cybersecurity representative for the relevant company.

1.6.2 Temporary IP Networks

Temporary contractor-installed IP networks may be used during construction. When used, temporary contractor-installed IP networks must meet the following requirements:

1.6.2.1 Network Boundaries and Connections

The network must not extend outside the project site and must not connect to any IP network other than IP networks provided under this project or Government furnished IP networks provided for this purpose. Any and all network access from outside the project site is prohibited.

1.6.3 Government Access to Network

Government personnel must be allowed to have complete and immediate access to the network at any time in order to verify compliance with this specification.

1.6.4 Temporary Wireless IP Networks

In addition to the other requirements on temporary IP networks, temporary wireless IP (WiFi) networks must not interfere with existing wireless network and must use WPA2 security. Network names (SSID) for wireless networks must be changed from their default values.

1.6.5 Passwords and Passphrases

The passwords and passphrases for all network devices and network access must be changed from their default values. Passwords must be a minimum 8 characters with a minimum of one uppercase letter, one lowercase letter, one number and one special character.

1.6.6 Contractor Temporary Network Cybersecurity Compliance Statements

Provide a single submittal containing completed Contractor Temporary Network Cybersecurity Compliance Statements for each company implementing a temporary IP network. Contractor Temporary Network Cybersecurity Compliance Statements must use the template published at http://www.wbdg.org/ffc/dod/unified-facilities-guide-specifications-ufgs/ forms-graphics-tables . Each Statement must be signed by a cybersecurity representative for the relevant company. If no temporary IP networks will be used, provide a single copy of the Statement indicating this.

PART 2 PRODUCTS

2.1 TEMPORARY SIGNAGE

2.1.1 Bulletin Board

Prior to the commencement of work activities, provide a clear weatherproof covered bulletin board not less than 36 by 48 inches in size for displaying the Equal Employment Opportunity poster, a copy of the wage

SECTION 01 50 00 Page 4 decision contained in the Contract, Wage Rate Information poster, Safety and Health Information as required by EM 385-1-1 Section 01 and other information approved by the Contracting Officer. Coordinate requirements herein with 01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS. Locate the bulletin board at the project site in a conspicuous place easily accessible to all employees, and in location as approved by the Contracting Officer.

2.1.2 Project Identification Signs

The requirements for the signs, their content, and location are as specified in Section 01 58 00 PROJECT IDENTIFICATION. Erect signs within 15 days after receipt of the notice to proceed. Correct the data required by the safety sign daily, with light colored metallic or non-metallic numerals.

2.1.3 Warning Signs

Post temporary signs, tags, and labels to give workers and the public adequate warning and caution of construction hazards according to the EM 385-1-1 Section 04. Attach signs to the perimeter fencing every 150 feet warning the public of the presence of construction hazards. Signs must require unauthorized persons to keep out of the construction site.

Correct the data required by safety signs daily. Post signs at all points of entry designating the construction site as a hard hat area.

2.2 TEMPORARY TRAFFIC CONTROL

2.2.1 Haul Roads

Construct access and haul roads necessary for proper prosecution of the work under this Contract in accordance with EM 385-1-1 Section 04.

Construct with suitable grades and widths; avoid sharp curves, blind corners, and dangerous cross traffic. Submit haul road plan for approval. Provide necessary lighting, signs, barricades, and distinctive markings for the safe movement of traffic. The method of dust control, although optional, must be adequate to ensure safe operation at all times. Location, grade, width, and alignment of construction and haul roads are subject to approval by the Contracting Officer. Lighting must be adequate to assure full and clear visibility for full width of haul road and work areas during any night work operations.

2.2.2 Barricades

Erect and maintain temporary barricades to limit public access to hazardous areas. Barricades are required whenever safe public access to paved areas such as roads, parking areas or sidewalks is prevented by construction activities or as otherwise necessary to ensure the safety of both pedestrian and vehicular traffic. Securely place barricades clearly visible with adequate illumination to provide sufficient visual warning of the hazard during both day and night.

2.3 FENCING

Provide fencing along the construction site and at all open excavations and tunnels to control access by unauthorized personnel. Safety fencing must be highly visible to be seen by pedestrians and vehicular traffic.

All fencing must meet the requirements of EM 385-1-1 . Remove the fence upon completion and acceptance of the work.

SECTION 01 50 00 Page 5

2.3.1 Polyethylene Mesh Safety Fencing

Temporary safety fencing must be a high visibility orange colored, high density polyethylene grid, a minimum of 48 inches high and maximum mesh size of 2 inches . Fencing must extend from the grade to a minimum of 48 inches above the grade and be tightly secured to T-posts spaced as necessary to maintain a rigid and taut fence. Fencing must remain rigid and taut with a minimum of 200 pounds of force exerted on it from any direction with less than 4 inches of deflection.

2.3.2 Chain Link Panel Fencing

Temporary panel fencing must be galvanized steel chain link panels 6 feet high. Multiple fencing panels may be linked together at the bases to form long spans as needed. Each panel base must be weighted down using sand bags or other suitable materials in order for the fencing to withstand anticipated winds while remaining upright. Fencing must remain rigid and taut with a minimum of 200 pounds of force exerted on it from any direction with less than 4 inches of deflection.

2.3.3 Post-Driven Chain Link Fencing

Temporary post-driven fencing must be galvanized chain link fencing 6 feet high supported by an tightly secured to galvanized steel posts driven below grade. Fence posts must be located on minimum 10 foot centers.

Posts may be set in various surfaces such as sand, soil, asphalt or concrete as necessary. Chain link fencing must remain rigid and taut with a minimum of 200 pounds of force exerted on it from any direction with less than 4 inches of deflection. Completely remove fencing and posts at the completion of construction and restore surfaces disturbed or damaged to its original condition. Locate and identify underground utilities prior to setting fence posts. Equip fence with a lockable gate. Gate must remain locked when construction personnel are not present.

2.4 TEMPORARY WIRING

Provide temporary wiring in accordance with EM 385-1-1 Section 11, NFPA 241 and NFPA 70 . Include monthly inspection and testing of all equipment and apparatus.

2.5 BACKFLOW PREVENTERS

Certificate of Full Approval from FCCCHR List, University of Southern California, attesting that the design, size and make of each backflow preventer has satisfactorily passed the complete sequence of performance testing and evaluation for the respective level of approval. Certificate of Provisional Approval is not acceptable.

Reduced pressure principle type conforming to the applicable requirements AWWA C511. Provide backflow preventers complete with 150 pound flanged,bronze or brass mounted gate valve and strainer, 304 stainless steel or bronze, internal parts.

PART 3 EXECUTION

3.1 EMPLOYEE PARKING

Construction Contract employees must park privately owned vehicles in an

SECTION 01 50 00 Page 6 area designated by the Contracting Officer. Employee parking must not interfere with existing and established parking requirements of the Government installation.

3.2 AVAILABILITY AND USE OF UTILITY SERVICES

3.2.1 Temporary Utilities

Provide temporary utilities required for construction. Materials may be new or used, must be adequate for the required usage, not create unsafe conditions, and not violate applicable codes and standards.

3.2.2 Payment for Utility Services

3.2.2.1 Utility Services

The Government will make water and electrical utilities available from existing outlets and supplies, as specified in the Contract. The amount of each utility service consumed will be charged to and paid by the Contractor, where the utility is produced by the Government. Utilities produced by the Government will be made available at the following rates:

UTILITY SERVICE COST ($) PER UNIT

ELECTRICITY $.07797 kWh

POTABLE WATER 7.97758 kgal

3.2.2.2 Utility Metering

The Contractor is responsible for furnishing and installing meters for utilities provided by the Government. The meter installation shall be in accordance with local, state, and federal codes, regulations, and laws.

Utility consumption will be recorded by White Sands Missile Range (WSMR), Director of Public Works (DPW), and billed to the Contractor monthly.

WSMR DPW requires the Contractor to sign a Memorandum of Agreement to confirm concurrence with the payment provisions for Government provided utilities. Payment in the form of corporate/company check shall be remitted to the White Sands Missile Range Resource Management Office.

3.2.2.3 Utility Connection Coordination

The Contractor shall coordinate the connection of utilities with the USACE Construction Resident Office and the White Sands Missile Range (WSMR) Director of Public Works (DPW). WSMR DPW requires a minimum of 45 calendar days to process Contractor requests for Utility Connection.

3.2.2.4 Temporary Utilities During Construction

Temporary electrical connection to existing Government overhead feeder #6 adjacent to the micro-grid project site is available to the Contractor during construction. The Contractor is responsible for all labor, equipment, and materials (including meters) for temporary power requirements. Temporary electrical installations shall comply with

EM 385-1-1 .

Temporary water from existing Government water service is available to the Contractor during construction. Temporary water will be available at an

SECTION 01 50 00 Page 7 existing fire hydrant within the water plant compound adjacent to buildings S-370 and S-371 (see Drawing Sheet CU-103 for building locations). Water can be drawn from the hydrant to fill Contractor water trucks, portable water tanks, etc. Temporary piping from the hydrant to the project site is not permitted. Temporary water connections must include the installation of certified backflow preventer and meter. The Contractor is responsible for all labor, equipment, and materials (including meters) for temporary water connection.

3.2.3 Sanitation

Provide and maintain within the construction area minimum field-type sanitary facilities in accordance with EM 385-1-1 Section 02. Locate the facilities behind the construction fence or out of the public view. Clean units and empty wastes at least once a week or more frequently into a municipal, district, or station sanitary sewage system, or remove waste to a commercial facility. Obtain approval from the system owner prior to discharge into a municipal, district, or commercial sanitary sewer system. Penalties or fines associated with improper discharge will be the responsibility of the Contractor. Coordinate with the Contracting Officer and follow station regulations and procedures when discharging into the station sanitary sewer system. Maintain these conveniences at all times.

Include provisions for pest control and elimination of odors. Government toilet facilities will not be available to Contractor's personnel.

3.2.4 Telephone

Make arrangements and pay all costs for telephone facilities desired.

3.2.5 Fire Protection

Provide temporary fire protection equipment for the protection of personnel and property during construction. Remove debris and flammable materials daily to minimize potential hazards.

3.3 TRAFFIC PROVISIONS

3.3.1 Maintenance of Traffic

Conduct operations in a manner that will not close a thoroughfare or interfere with traffic on railways or highways except with written permission of the Contracting Officer at least 15 calendar days prior to the proposed modification date, and provide a Traffic Control Plan for Government approval detailing the proposed controls to traffic movement for approval. The plan must be in accordance with State and local regulations. Make all notifications and obtain all permits required for modification to traffic movements outside Station's jurisdiction. Contractor may move oversized and slow-moving vehicles to the worksite provided requirements of the highway authority have been met.

a. Conduct work so as to minimize obstruction of traffic, and maintain traffic on at least half of the roadway width at all times. Obtain approval from the Contracting Officer prior to starting any activity that will obstruct traffic.

b. Provide, erect, and maintain, at Contractor's expense, lights, SECTION 01 50 00 Page 8 barriers, signals, passageways, detours, and other items, that may be required by the Life Safety Signage, overhead protection authority having jurisdiction.

c. Provide cones, signs, barricades, lights, or other traffic control devices and personnel required to control traffic. Do not use foil-backed material for temporary pavement marking because of its potential to conduct electricity during accidents involving downed power lines.

3.3.2 Protection of Traffic

Maintain and protect traffic on all affected roads during the construction period except as otherwise specifically directed by the Contracting Officer. Measures for the protection and diversion of traffic, including the provision of watchmen and flagmen, erection of barricades, placing of lights around and in front of equipment the work, and the erection and maintenance of adequate warning, danger, and direction signs, will be as required by the State and local authorities having jurisdiction. Provide self-illuminated (lighted) barricades during hours of darkness.

Brightly-colored (orange) vests are required for all personnel working in roadways. Protect the traveling public from damage to person and property. Minimize the interference with public traffic on roads selected for hauling material to and from the site. Investigate the adequacy of existing roads and their allowable load limit. Contractor is responsible for the repair of damage to roads caused by construction operations.

3.3.3 Rush Hour Restrictions

Do not interfere with the peak traffic flows preceding and during normal operations without notification to and approval by the Contracting Officer.

3.3.4 Dust Control

Dust control methods and procedures must be approved by the Contracting Officer. Coordinate dust control methods with 01 57 20.20 10

ENVIRONMENTAL PROTECTION FOR WHITE SANDS MISSILE RANGE.

3.4 REDUCED PRESSURE BACKFLOW PREVENTERS

Provide an approved reduced pressure backflow prevention assembly at each location where the Contractor taps into the Government potable water supply.

Perform backflow preventer tests using test equipment, procedures, and certification forms conforming to those outlined in the latest edition of the Manual of Cross-Connection Control published by the FCCCHR Manual.

Test and tag each reduced pressure backflow preventer upon initial installation (prior to continued water use) and monthly thereafter. Tag must contain the following information: make, model, serial number, dates of tests, results, maintenance performed, and signature of tester.

Record test results on certification forms conforming to requirements cited earlier in this paragraph.

3.5 CONTRACTOR'S TEMPORARY FACILITIES

Contractor-owned or -leased trailers must be identified by Government assigned numbers. Apply the number to the trailer within 14 calendar days of notification, or sooner, if directed by the Government. Temporary

SECTION 01 50 00 Page 9 facilities must meet requirements as identified in EM 385-1-1 Section 04.

Contractor is responsible for security of their property. Provide adequate outside security lighting at the temporary facilities. Trailers must be anchored to resist high winds and meet applicable state or local standards for anchoring mobile trailers. Coordinate anchoring with EM 385-1-1 Section 04. The Contract Clause entitled "FAR 52.236-10, Operations and Storage Areas" and the following apply:

3.5.1 Administrative Field Offices

Provide and maintain administrative field office facilities within the construction area at the designated site. Government office and warehouse facilities will not be available to the Contractor's personnel.

In the event a new building is constructed for the temporary project field office, it must be a minimum 12 feet in width, 16 feet in length and have a minimum of 7 feet headroom. Equip the building with approved electrical wiring, at least one double convenience outlet and the required switches and fuses to provide 110-120 volt power. Provide a work table with stool, desk with chair, two additional chairs, and one legal size file cabinet that can be locked.