CLR039_CP3_Amd_04_Final.pdf

CLR039c

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

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.

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

30-105-04EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

STANDARD FORM 30 (Rev. 10-83) Prescribed by GSA

FAR (48 CFR) 53.243

PROJECT TITLE/LOCATION: CLR039c LONG RANGE DISCRIMINATION RADAR (LRDR) POWER PLANT, CONSTRUCTION PACKAGE (CP) #3, CLEAR AFS, ALASKA

PROPOSAL DUE DATE remains 3 December 2018 at 2:00 PM Alaska Time. Proposals shall be submitted in accordance w ith Section 00 21 00, Paragraph 1.10 Proposal Submittals.

This Amendment provides changes to the solicitation as indicated on page 2 of this document.

YOU ARE REQUIRED TO ACKNOWLEDGE RECEIPT OF THIS AMENDMENT ON THE REVERSE SIDE OF THE STANDARD FORM 1442

1. CONTRACT ID CODE PAGE OF PAGES

1 5

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

16C. DATE SIGNED

BY 13-Nov-2018

16B. UNITED STATES OF AMERICA15C. DATE SIGNED15B. CONTRACTOR/OFFEROR

(Signature of Contracting Officer)(Signature of person authorized to sign)

8. NAME AND ADDRESS OF CONTRACTOR (No., Street, County, State and Zip Code) X W911KB19R0002

X 9B. DATED (SEE ITEM 11)

10-Oct-2018

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

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

Offer 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 1 copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

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 you 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.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

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

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

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)

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

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

10A. MOD. OF CONTRACT/ORDER NO.

2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO.(If applicable)

6. ISSUED BY

3. EFFECTIVE DATE

13-Nov-2018

CODE

U.S. ARMY ENGINEER DISTRICT, AK

CEPOA-CT (W911KB)

PO BOX 6898

JBER AK 99506-0898

W911KB 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W911KB19R0002

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION SF 30 - BLOCK 14 MODIFICATION CONTINUATION PAGE

The following have been added by full text:

AM#4

SUMMARY OF CHANGES

Narrative of Changes – Government Provided Amendment#4

Specification Changes

1. Specification Section 01 50 00.03 00. Changes to this specification are as follows:

3.3.1 Temporary Utilities – 1st Paragraph – After the phrase “contract drawings.” – Added the following “ As shown on Drawing E‐100102F, there are three CP#1 provided 150 kVA of transformers for joint use by the CP#1, CP#2, CP#3, and CP#5 construction contractors. The CP#3 contractor shall limit their electrical demand to 350 kVA on the existing temporary power feeder.

Source of power may be from existing 150 kVA transformers identified on the drawing, or otherwise approved additional distribution or transformers as CP#5 has implemented. “

3.3.1 Temporary Utilities – 2nd Paragraph ‐ After the phrase “codes and standards.” – Added the following “Temporary installations may not interfere with completion of CP#2 perimeter security (fence, buried sensors and vehicle barrier) installation. Temporary underground installations crossing the perimeter shall be removed or relocated prior to perimeter release for CP#2 work.”

2. Specification Section 01 19 30.03 29. Changes to this specification are as follows:

1.5.4 Real ID ACT – Changed date to “June 1, 2019”.

Added Paragraph “1.25.8 Post Award Non‐Structural Seismic Bracing Meeting” with the following verbiage, “Joint Non‐Structural Seismic Bracing Conference will be held on site at a mutually agreeable time within 24 days of the Preconstruction Meeting. The purpose of the conference is to jointly review the contract's non‐structural bracing requirements. This project site and structures can generate very high seismic forces. Equipment and systems associated with this project shall be seismically protected against damage from earthquakes. This requirement is not waived by system specific codes. Further, a large percentage of the systems at this site are classified as Mission Critical (MC). Classifications of each system and equipment are included in Sections 13 48 00.03 10 and 26 05 48.03 10.

Additionally, most elements of the project are classified as Risk Category V Structures, as identified in 13 48 00.03 00, meaning that the MC systems must remain operable immediately following the design seismic event. MC equipment is required to be seismically qualified and may not be readily available as commercially‐off‐the‐shelf. MC equipment may require testing, such as shake table testing. The seismic qualification will require peer review by a registered engineer.

The seismic bracing, anchorage and/or isolation requirements specified in UFC 3‐310‐04, Section 13 48 00.03 00, including appendices, Section 13 48 00.03 10, Section 26 05 48.03 10 and specific equipment manufacturer's requirements.

Seismic bracing has been designed and shown on the drawings for many systems. The contractor is responsible for employing a professional engineer to design seismic bracing, isolation and/or

W911KB19R0002

anchorage for these systems from the interface point shown. In addition, a seismic peer review is required for all MC systems and equipment.”

3. 00 21 00, 1.4 COPIES OF SOLICITATION DOCUMENTS AND AMENDMENTS edited last sentence to read, “Final proposal due date AM#4…03…AM#4 December 2018 by 2:00PM Alaska Time, or as stated on

SF1442.

4. Spec 00 22 11 paragraph 9.0 will be edited to read AM#4… VOLUME 2 ‐ TAB A ‐ FACTOR 6…AM#4 and will be included in a future amendment.

5. Spec 00 22 11 1 original and 3 copies are required. Spec 00 21 00 1.11 has been edited for this requirement.

6. 01 91 19.03 29 – Removal of FA/MNS from RMF process, removal of requirement to use CP1 RMF contractor, and misc. clarifications

7. 03 81 10.03 00 – Revised strength and aggregate size requirements to ensure material can be excavated by hand tools in the future.

8. 05 12 00.03 00 – Changed the material specification for structural carbon steel yield strength

9. 05 50 13.03 00 – Changed the material specification for structural angles yield strength.

10. 13 27 54.03 10 – Bidder Inquiries 7699624 and 7699406 – This revision modifies WRC arrays to allow either 1/8 inch or 14 gauge thickness and adds on‐site material storage submittal requirements.

11. 13 48 00.03 00 ‐ Deleted requirement that seismic bracing design engineer be licensed in Alaska. Added requirement for experience in moderate to high seismic region (Ss > 0.8g). Also changed spec section number in paragraph 1.2.2 to reflect correct spec section number.

12. 22 00 00.03 00 – Revised materials for pressure piping systems.

13. 22 15 14.03 40 – Revised materials for compressed air systems.

14. 23 07 00.03 00 – Revised insulation material for piping.

15. 26 32 15.03.10 – Revised exhaust piping material. Also, Bidder Inquiries 7700372 and 7708836 – This revision corrects the engine‐generator power rating standard to be applicable for continuous ratings and clarifies the continuous rating requirements.

16. 33 52 10.03.10 – Revised carbon steel pipe material options.

Other

1. The Submittal Register is provided in MSExcel format per Bidder Inquiry 7707936 will be provided as a separate file.

2. An Autodesk Navisworks file is provided per response to Bidder Inquiry 7694893 will be provided as a separate file.

3. Drawings that are revised can be found after the revised specifications. The drawing and a description of the change is provided on page 97 of this pdf.

AM#4 LRDR Construction Package #3 - Clear AFS, Alaska CLR039c

SECTION 01 50 00.03 00

TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

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 (2007) Standard for Reduced-Pressure Principle Backflow Prevention Assembly

FOUNDATION FOR CROSS-CONNECTION CONTROL AND HYDRAULIC RESEARCH

(FCCCHR)

FCCCHR List (continuously updated) List of Approved Backflow Prevention Assemblies

FCCCHR Manual (10th Edition) Manual of Cross-Connection Control

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 241 (2013; Errata 2015) Standard for Safeguarding Construction, Alteration, and Demolition Operations

NFPA 70 (2017; ERTA 1-2 2017; TIA 17-1; TIA 17-2;

TIA 17-3) National Electrical Code

U.S. FEDERAL AVIATION ADMINISTRATION (FAA)

FAA AC 70/7460-1 (2015; Rev L) Obstruction Marking and Lighting

U.S. FEDERAL HIGHWAY ADMINISTRATION (FHWA)

MUTCD (2015) Manual on Uniform Traffic Control Devices

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. Submittals with an "S" are for inclusion in the Sustainability Notebook, in conformance to Section 01 33 29.03 00 SUSTAINABILITY REPORTING. Submit the following in accordance with Section 01 33 00.03 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

SECTION 01 50 00.03 00 Page 1

Construction Site Plan; G

Traffic Control Plan; G

SD-06 Test Reports

Backflow Preventer Tests

SD-07 Certificates

Backflow Tester Certification

Backflow Preventers Certificate of Full Approval

1.3 CONSTRUCTION SITE PLAN

Prior to the start of work, submit 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

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 will not be acceptable.

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 any company participating in any other phase 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.

PART 2 PRODUCTS

2.1 TEMPORARY SIGNAGE

2.1.1 Bulletin Board

Immediately upon beginning of work, provide a weatherproof glass-covered bulletin board not less than 36 by 48 inches in size for displaying the Equal Employment Opportunity poster, a copy of the wage decision contained in the contract, Wage Rate Information poster, and other information

SECTION 01 50 00.03 00 Page 2 approved by the Contracting Officer.

2.1.2 Project and Safety Signs

The requirements for the signs, their content, and location are as specified in Section 01 58 00.03 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.

2.2 TEMPORARY TRAFFIC CONTROL

2.2.1 Haul Roads

Construct access and haul roads necessary for proper prosecution of the work under this contract. Construct with suitable grades and widths; sharp curves, blind corners, and dangerous cross traffic are be avoided. Provide necessary lighting, signs, barricades, and distinctive markings for the safe movement of traffic. The method of dust control must be adequate to ensure safe operation at all times. Location, grade, width, and alignment of construction and hauling 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. 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 barricades will be required. Securely place barricades clearly visible with adequate illumination to provide sufficient visual warning of the hazard during both day and night.

2.2.3 Fencing

Provide fencing along the construction site at all open excavations and tunnels to control access by unauthorized people.

a. The safety fencing must be a high visibility orange colored, high density polyethylene grid or approved equal, a minimum of 48 inches high and maximum mesh size of 2 inches, supported and tightly secured to steel posts located on maximum 10 foot centers, constructed at the approved location. Install fencing to be able to restrain a force of at least 250 pounds against it.

b. The Contractor may choose to fence portions of the laydown area or worksite. Remove the fence upon completion and acceptance of the work.

2.2.4 Temporary Wiring

Provide temporary wiring in accordance with NFPA 241 and NFPA 70. Include frequent inspection of all equipment and apparatus.

2.2.5 Backflow Preventers

Reduced pressure principle type conforming to the applicable requirements AWWA C511. Provide backflow preventers complete with 150 pound flanged

SECTION 01 50 00.03 00 Page 3 cast iron, bronzebrass mounted gate valve, 304 stainless steel or bronze, internal parts. The particular make, model/design, and size of backflow preventers to be installed must be included in the latest edition of the List of Approved Backflow Prevention Assemblies issued by the FCCCHR List and be accompanied by a Certificate of Full Approval from FCCCHR List.

After installation conduct Backflow Preventer Tests and provide test reports verifying that the installation meets the FCCCHR Manual Standards.

PART 3 EXECUTION

3.1 EMPLOYEE PARKING

Employee parking is limited. Contractors will limit POVs at Clear AFS.

Vehicle entering Clear AFS must comply with the process and the restrictions described in 01 19 03.03 29 SPECIAL ITEMS.

3.2 TEMPORARY BULLETIN BOARD

Locate the bulletin board at the project site in a conspicuous place easily accessible to all employees, as approved by the Contracting Officer.

3.3 AVAILABILITY AND USE OF UTILITY SERVICES

3.3.1 Temporary Utilities

Provide temporary utilities required for construction operations, construction trailers, and laydown areas. Temporary power has been provided in the vicinity of the construction site, contractor construction trailers, and laydown areas by the CP#1 prime contractor, as shown on the contract drawings. AM#4... As shown on Drawing E-100102F, there are three CP#1 provided 150 kVA of transformers for joint use by the CP#1, CP#2, CP#3, and CP#5 construction contractors. The CP#3 contractor shall limit their electrical demand to 350 kVA on the existing temporary power feeder. Source of power may be from existing 150 kVA transformers identified on the drawing, or otherwise approved additional distribution or transformers as CP#5 has implemented. ...AM#4

The contractor is responsible for extending temporary power from the point of connects to the point of use. Materials may be new or used, must be adequate for the required usage, not create unsafe conditions, and not violate applicable codes and standards. AM#4... Temporary installations may not interfere with completion of CP#2 perimeter security (fence, buried sensors and vehicle barrier) installation. Temporary underground installations crossing the perimeter shall be removed or relocated prior to perimeter release for CP#2 work. ...AM#4

3.3.2 Sanitation

a. Provide and maintain within the construction area minimum field-type sanitary facilities approved by the Contracting Officer and periodically empty wastes 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 any municipal, district, or commercial sanitary sewer system. Any penalties and / 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 without nuisance. Include provisions for pest control and

SECTION 01 50 00.03 00 Page 4 elimination of odors. Government toilet facilities will not be available to Contractor's personnel.

3.3.3 Telephone

Make arrangements and pay all costs for telephone facilities desired.

3.3.4 Obstruction Lighting of Cranes

Provide a minimum of 2 aviation red or high intensity white obstruction lights on temporary structures (including cranes) over 100 feet above ground level. Light construction and installation must comply with FAA AC 70/7460-1. Lights must be operational during periods of reduced visibility, darkness, and as directed by the Contracting Officer.

3.3.5 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.

3.4 TRAFFIC PROVISIONS

3.4.1 Maintenance of Traffic

a. Conduct operations in a manner that will not close any thoroughfare or interfere in any way 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 detailing the proposed controls to traffic movement for approval.

The plan must be in accordance with State and local regulations and the MUTCD, Part VI. Make all notifications and obtain any 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.

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

c. Provide, erect, and maintain, at contractors expense, lights, barriers, signals, passageways, detours, and other items, that may be required by the Life Safety Signage, overhead protection authority having jurisdiction.

d. A one-way traffic pattern has been established on the haul routes to and from the LRDR project site. "B" Street will become one-way East and traffic routed clockwise along Loop Road and "E" Street. Obey all posted signage and speed limits, and any direction given by the 213th SWS Security Forces.

3.4.2 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

SECTION 01 50 00.03 00 Page 5 maintenance of adequate warning, danger, and direction signs, will be as required by the State and local authorities having jurisdiction. 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 any damage to roads caused by construction operations.

3.4.3 Dust Control

Dust control methods and procedures must be approved by the Contracting Officer. Treat dust abatement on access roads with applications of calcium chloride, water sprinklers, or similar methods or treatment.

3.5 CONTRACTOR'S TEMPORARY FACILITIES

3.5.1 Safety

Protect the integrity of any installed safety systems or personnel safety devices. If entrance into systems serving safety devices is required, the Contractor must obtain prior approval from the Contracting Officer. If it is temporarily necessary to remove or disable personnel safety devices in order to accomplish contract requirements, provide alternative means of protection prior to removing or disabling any permanently installed safety devices or equipment and obtain approval from the Contracting Officer.

3.5.2 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.

3.5.3 Storage Area/Laydown Area

Contractor Laydown Area is designated on the contract plans. The contractor may choose to construct a temporary fence around trailers and materials to delineate and secure materials.

3.5.4 Supplemental Storage Area

Upon Contractor's request, the Contracting Officer will designate another or supplemental area for the Contractor's use and storage of trailers, equipment, and materials. This area may not be in close proximity of the construction site but will be within the installation boundaries. Fencing of materials or equipment will not be required at this site; however, the Contractor is responsible for cleanliness and orderliness of the area used and for the security of any material or equipment stored in this area.

Utilities will not be provided to this area by the Government.

3.5.5 Appearance of Trailers

a. Trailers utilized by the Contractor for administrative or material storage purposes must present a clean and neat exterior appearance and be in a state of good repair. Trailers which, in the opinion of the Contracting Officer, require exterior painting or maintenance will not be allowed on installation property.

b. Paint using suitable paint and maintain the temporary facilities.

Failure to do so will be sufficient reason to require their removal.

SECTION 01 50 00.03 00 Page 6

3.5.6 Maintenance of Storage Area

a. Keep fencing in a state of good repair and proper alignment. Grassed or unpaved areas, which are not established roadways, will be covered with a layer of gravel as necessary to prevent rutting and the tracking of mud onto paved or established roadways, should the Contractor elect to traverse them with construction equipment or other vehicles; gravel gradation will be at the Contractor's discretion. Mow and maintain grass located within the boundaries of the construction site for the duration of the project. Grass and vegetation along fences, buildings, under trailers, and in areas not accessible to mowers will be edged or trimmed neatly.

3.5.7 Security Provisions

Provide adequate outside security lighting at the Contractor's temporary facilities. The Contractor will be responsible for the security of its own equipment; in addition, the Contractor will notify the appropriate law enforcement agency requesting periodic security checks of the temporary project field office.

3.5.8 Weather Protection of Temporary Facilities and Stored Materials

Take necessary precautions to ensure that roof openings and other critical openings in the building are monitored carefully. Take immediate actions required to seal off such openings when rain or other detrimental weather is imminent, and at the end of each workday. Ensure that the openings are completely sealed off to protect materials and equipment in the building from damage.

3.5.8.1 Building and Site Storm Protection

When a warning of gale force winds is issued, take precautions to minimize danger to persons, and protect the work and nearby Government property.

Precautions must include, but are not limited to, closing openings;

removing loose materials, tools and equipment from exposed locations; and removing or securing scaffolding and other temporary work. Close openings in the work when storms of lesser intensity pose a threat to the work or any nearby Government property.

3.6 GOVERNMENT FIELD OFFICE

3.6.1 General Requirements

The Contractor shall provide and install a furnished Government Field Office adjacent to the Contractor's job offices in the location indicated on sheet. The Government Field Office may be a single or multiple modular reloctable units. If multiple units are used, an enclosed walkway will be provided. Office shall have and Arctic Entry. Trailer type mobile office's are not acceptable. Location of the Government Field Office shall coordinated and approved by the Contracting Officer prior to the Contractor mobilizing unto the project site.

The Government Field Office Minimum Requirements are as follows:

a. One securable hard Resident Engineer Office. The minimum size of this office shall be 10 ft x 12 ft. The office shall be furnished with an adjustable height desk, ergonomic chair, 3 ft x 4 ft white board, SECTION 01 50 00.03 00 Page 7 filing cabinet and bookshelf.

b. One Conference Room. The conference room shall be furnished with 12 person conference table, overhead projector screen, white board, and data/voice outlets.

c. Eight (8) individual offices. The minimum size of the offices shall be 9 ft x 9 ft; and the offices shall be furnished with an adjustable height desk, ergonomic chair, 3 ft x 4 ft white board, filing cabinet and bookshelf.

d. Four (4) cubicle type workstations with acoustic dividers.

e. Wired to support government furnished and installed IT equipment.

Contractor responsible for Internet service.

f. File Storage/Drawing Area with a Plan Table. Plan table shall be large for full size drawings.

g. A communication room shall be provided to accommodate facility users. The communications room shall include a two (2) post communication rack with cable managers, standard 110 Volt Alternating Current power receptacles. The communications room shall include a minimum 48-port modular copper patch panel. This includes termination and testing within the communications room. The end user will provide Uninterruptible Power Supply (UPS) and Power Distribution Unit.

Commercial Internet shall be provided with a minimum of 1000 mbps of downlink throughput, or if not commercially available, the highest amount of bandwidth available from the local/regional commercial Internet service provider. LAN wiring from communications equipment racks to drop locations shall be Category-6 Ethernet cable. The Heating, Ventilation and Air Conditioning system for the communication equipment room will provide sufficient cooling for the communications equipment and adequate ventilation.

h. The office areas shall be provided with connectivity to the Corpsnet/phone via standard data jacks and will include a minimum of three (3) Category?6 RJ?45 jacks per workstation. Each workstation and office shall also include one (1) RJ-11 jack, with connection to the communications room. The conference room shall be provided a minimum of eight (8) standard data jacks (two per wall minimum). The break room shall be provided a minimum of two (2) standard data jacks on opposite walls. The printer/copier/fax area shall be provided a minimum of four

(4) standard data jacks. The conference room wall shall be constructed of sufficient strength to allow the mounting of a government furnished large screen display. A printer/fax area shall be provided.

For all workstations and offices, a minimum of one (1) quadplex power outlet shall be provided

i. Break Area with full size refrigerator, microwave, sink and seating area to accommodate for three people.

j. Provide space and data connection for Government Furnished multi-functional printers and supply storage.

k. Provide a dedicated and separate full service Restroom Facilities for USACE personnel only, separate men's & women's restrooms. Heated and insulated. Daily cleaning and janitorial services.

SECTION 01 50 00.03 00 Page 8

l. Provide parking for 12 Government owned vehicles parking with head bolt heater outlets.

m. Contractor shall provide weekly drinking water.

n. The Contractor shall maintain, repair and provide daily custodial service for Government Field Office to include trash removal, floor and carpet cleaning.

o. The Contractor shall be responsible for utility services throughout the Contract.

o. At completion of the project, the office will remain the property of the Contractor and be removed from site. Exterior power connections, lighting and site improvements may remain at the description of the contracting office.

3.7 PLANT COMMUNICATION

Whenever the Contractor has the individual elements of its plant so located that operation by normal voice between these elements is not satisfactory, the Contractor must install a satisfactory means of communication, such as telephone or other suitable devices and made available for use by Government personnel.

3.8 TEMPORARY PROJECT SAFETY FENCING

As soon as practicable, but not later than 15 days after the date established for commencement of work, furnish and erect temporary project safety fencing at the work site. Maintain the safety fencing during the life of the contract and, upon completion and acceptance of the work, will become the property of the Contractor and be removed from the work site.

3.9 CLEANUP

Remove construction debris, waste materials, packaging material and the like from the work site daily. Any dirt or mud which is tracked onto paved or surfaced roadways must be cleaned away. Store any salvageable materials resulting from demolition activities within the fenced area described above or at the supplemental storage area. Neatly stack stored materials not in trailers, whether new or salvaged.

3.10 RESTORATION OF STORAGE AREA

Upon completion of the project remove the bulletin board, signs, barricades, haul roads, and any other temporary products from the site.

After removal of trailers, materials, and equipment from within the fenced area, remove the fence that will become the property of the Contractor.

Restore areas used by the Contractor for the storage of equipment or material, or other use to the original or better condition. Remove gravel used to traverse grassed areas and restore the area to its original condition, including top soil and seeding as necessary.

-- End of Section --

SECTION 01 50 00.03 00 Page 9

SECTION 01 19 30.03 29

SPECIAL ITEMS

PART 1 GENERAL

1.1 SCOPE

Items included in this section cover special features and/or requirements which are not otherwise specified or indicated.

1.2 REFERENCES

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

U.S. ARMY CORPS OF ENGINEERS (USACE)

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

1.3 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. Submittals shall be submitted in accordance with SECTION 01 33 00.03 00 SUBMITTAL PROCEDURES.

SD-01 Preconstruction Submittals

TWC Staff Curve

Integration Plan; G

1.4 FIRE SAFETY

1.4.1 Fire Protection

The Contractor shall comply with Clear Air Force Station fire protection requirements and NFPA 241.

1.4.2 Welding Permit

The Contractor shall obtain AF Form 592 "Hot Work Permit" (copy attached to this section) from the Clear AFS Fire Chief prior to any welding operations. Welding shall conform to AFI 91-203, Chapter 27, and requires inspection and approval by the Clear AFS Fire Department.

1.5 WORK CLEARANCE AND UTILITY OUTAGES

1.5.1 Clearance Request

The Contractor shall have a properly executed AF Form 332, Clear AFS Civil

SECTION 01 19 30.03 29 Page 1

Engineer Work Request (copy attached to this section), coordinated through the Contracting Officer and signed by the Clear AFS Civil Engineer prior to any work at the project site.

1.5.2 Utility Outages

All utility outages shall be coordinated with the Clear AFS Civil Engineer through the Contracting Officer in accordance with Tab 6 - Clear AFS Civil Engineering Memo to the Contractor Orientation Package prior to the planned utility interruption.

1.5.3 Clear AFS Base Access

Personnel access to Clear AFS is based on an approved name being listed on the Entry Authorization List (EAL) through the Contracting Officer and the Clear AFS Security Forces Organization. Additional information can be found in the Contractor's Orientation Package, attached to this section.

The Contractor shall maintain a personnel and vehicle list for all personnel and vehicles requiring access to the installation, including subcontractors. This list shall be updated weekly by the Contractor and provided to the Contracting Officer through the Contractor's Security Manager. This list shall be used to clear personnel and vehicles for access onto the installation. The required information on each list is as follows:

a. Vehicle lists shall include, for each employee and company vehicle, the make, model, serial number (VIN), year of manufacturer, color, license plate number, owner, and operating company.

b. Personnel lists shall include, for each person, the full name, date of birth, driver license number, US Citizen (yes or no?), full social security number (SSN), employing company, dates of requested for access, and recent NCIC background check.

c. Each list shall be provided on company letterhead, dated, and signed by the Contractor.

At the time of entry to the Base, the vehicle driver must be on the EAL and have proof of insurance and proper registration in possession. Drivers are prohibited to use cell phones while driving. The use of cell phones while driving could result in the loss of driving privileges. All drivers on Clear AFS shall comply with all traffic laws, Clear AFS Instructions and posted signs.

Impacts related to the Base denying personnel access are the responsibility of the Contractor.

1.5.4 REAL ID ACT

REAL ID ACT of 2005 to enter military installations and federal facilities in Alaska:

Beginning AM#4... June 1, 2019 ...AM#4, a state issued driver's license from Alaska is no longer an accepted form of ID for a Contractor or a visitor to enter a military installation in Alaska. The REAL ID ACT of 2005 (REAL ID) established federally mandated requirements and standards for the production and issuance of state driver's licenses and identification cards, to include:

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- full legal name, date of birth, gender, driver's license or identification card number, front facing digital photograph, address of principle residence, signature, physical security features designed to prevent tampering, counterfeiting, or duplication of the document for fraudulent purposes, and common machine-readable technology.

Currently, state issued driver's licenses from Alaska do not meet the federal standards for entry into federal facilities and installations. REAL ID compliant identification which may be used in lieu of state issued driver's license or identification cards include: U.S. Passport, U.S.

Passport Card, Federally-issued Personal Identification Verification (PIV) card, driver's license issued by the U.S. Department of State, Border Crossing Card, Department of Homeland Security (DHS) Trusted Traveler Cards, U.S. Military ID (including retiree and dependent identification cards), Veterans Health Identification Card, U.S. Permanent Resident Card (Form I-551), U.S. Certificate of Naturalization or Certificate of Citizenship (Form N-550), employment authorization document issued by DHS (Form I-766), U.S. Refugee Travel Document or other travel document issued by DHS containing a photograph and foreign government passport. CACs, dependent and retiree cards still are acceptable for personal entry.

A full list of Real ID Act of 2005 compliant states can be seen at:

https://www.dhs.gov/current-status-states-territories

1.5.5 Security and Site Manager Responsibilities

The Contractor shall comply with the provisions of DoD 5200.8-R Physical Security Program, - AFI 31-101 Air Force Instruction, Integrated Defense, and applicable security and law enforcement procedures established at Clear AFS. These documents and procedures can be obtained from the Contracting Officer.

The Contractor shall be responsible for protecting Government property, equipment, and resources issued or supplied under the terms of the Contract in accordance with AFR 207 1, and AFR 125 37. The Contractor shall implement necessary security controls and prescribed by the Clear AFS commander.

Impacts related to the Station denying personnel access are the responsibility of the Contractor.

The Contractor shall identify a Security Manager within the onsite work organization who shall be responsible for overall management of site security and have the authority to act in all security matters for the Contractor. The Security Manager shall attend on-site Security Escort Training. The Security Manager shall be on the site at all times during construction and shall be employed by the Prime Contractor. An alternate for the Security Manager shall be identified to serve in the event of the Security Manager's absence. The requirements for the alternate shall be the same as for the designated Security Manager. The Security Manager duties include:

a. Serves as sole Contractor point of contact for Base Security Forces.

b. Assures that all Contractors/subcontractor/suppliers adhere to site security procedures.

c. Manages requests for base access. Coordinates and submits all

SECTION 01 19 30.03 29 Page 3 requests for base access and site access for contractor, subcontractors and suppliers to the Contracting Officer 14 days in advance of required access. Personnel will be pre-vetted by the security manager to identify personnel not able to pass the background check.

d. Controls access into restricted areas (Within the fenced area around Buildings 800/801) - only badged and escorted individuals are allowed inside restricted areas (see Security Escort Qualifications)

e. Supervises the Contractor security escorts required for restricted areas.

f. Issues and controls Government provided site access badges.

g. Coordinates with Base Security Forces.

h. Assures that all gates and site are secured at the end of each work day.

Contractor Photo pass: If a Contractor requires photo capabilities on site, the camera brand name and serial number must be provided at the time the EAL is submitted. If approved, and photos are taken, photos have to be approved by Clear AFS Security Forces prior to downloading the photo from the camera and further distribution of the photo. Cell phones and cell phones with cameras are prohibited from the Restricted Area of the Clear AFS Radar, Bldg 800/804.

Note: Photography within the Contractor's worksite may be taken for official/business only, personal photography is prohibited.

Contractor Security Escort Qualifications: Contractor Security Escorts must have a "secret" security clearance and attend on-site Escort Training provided by the Clear AFS Security Forces organization. Training shall be scheduled through the Contracting Officer. Contractor should plan at least six weeks in advance of the escort requirement if training is required.

Security Escort training lasts approximately 3 to 4 hours and includes written testing after self-taught session on site, and questions and answer session by Security Forces Personnel/Trainers.

1.5.6 Work in Restricted/Secure Areas (Inside Bldg 800/804 Security Fence and Building):

a. The Contractor shall supply security escorts for all workers in secure areas.

b. Workers in the secure area must be badged and escorted (within visual contact) at all times.

c. All personnel, including escorts, shall be processed through the Bldg 800 Entry Control point (ECP) to enter the secure area.

d. Assume minimum of 5 minutes per person to process through the ECP at the start of each shift.

e. Assume 2 minutes per person to process back through the ECP after exiting the secure area in the same shift.

f. All workers must be in visual contact with at least one security escort at all times.

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g. All hand-carried bags and tool boxes shall be inspected by a Contractor security escort.

Construction Free Zones: Construction Free Zones are temporary areas normally within an existing restricted area where un-cleared (i.e. not processing through the ECP) worker can perform their contract requirements in the controlled secure space. Contractor shall assume that the only areas where a Construction Free Zone can be established is outside of Bldg 800/804 (between the security perimeter and the radiation hazard boundary) and the future CP#3 LRDR Power Plant project. Contractors will identify areas or section of work which construction free zones might be an option to an approach of work. The Contractor will coordinate with the Contracting Officer and MDA Site Manager for integration into the work plan and coordination with operational site personnel and leadership. The identification of potential construction free zones should be done as early as possible, as but no later than six weeks prior to the work being performed. The Contractor must provide details of the work area; i.e.

proposed numbers of cleared and un-cleared workers in the area, general concept of work, and movement of construction materials into the area along with construction debris removal from the construction free zone.

Free Zone Procedures:

a. Free zone can be established between the security perimeter and the radiation hazard boundary.

b. Contractor Security manager shall control all worker access to the free zone.

c. Workers in the free zone must be badged and escorted (all workers must be in visual contact with at least 1 escort while in the free zone).

d. Video surveillance cameras, monitored by the Contractor Security Manager, may be used to cover areas in the free zone not visible to the Contractor security escorts. Additional Contractor escorts may be used in lieu of cameras.

1.5.7 Contractor Use of Premises

The contractor will plan the work to occur during the core work hours of 6:00 AM to 6:00 PM Monday through Saturday to the extent possible. Work outside of these core hours will be coordinated with the Contractor Officer in advance. Work requiring stakeholder or Clear AFS support or government participation may be denied due to personnel availability.

The Contractor's work limits, laydown areas, and office areas are as indicated on the contract plans and in specifications. Contractor's work limits will changes as other LRDR construction contacts are awarded.

Limit on site storage of materials to staging areas as indicated on the contract plans. Contractor is responsible for security of stored materials.

Smoking is only allowed in designated smoking areas. No smoking is allowed within 50' from all facilities.

Take reasonable and adequate precautions to protect the Owner's property from damage during execution of Work. Restore any damage to Owner property

SECTION 01 19 30.03 29 Page 5 resulting from execution of Work or replace in a manner satisfactory to the Contracting Officer.

The Alaska Railroad services Clear Air Station and has rail spurs in the general are of the project site:

a. The railroad may be used by the Contractor for shipping materials to the project site; however, the Contractor shall be responsible for verifying the adequacy of railroad spurs/off-loading facilities.

b. The Contractor shall receive, handle and stage all material delivered to the site. The Contractor shall furnish all personnel and equipment required for unloading materials.

c. The Government will not be responsible for receiving, handling, staging, or security of shipped materials.

1.5.8 JOD Meeting Coordination Meeting with Government

At approximately 90 days prior to BOD, the Contractor shall participate in a coordination meeting with the Government to discuss critical physical and schedule interfaces. The intent of the meeting is to closely align the CP#3 MILCON and Government construction efforts with additional construction contractors. Topics may include, but are not limited to the following:

a. CP#3/CP#1 link activation

b. CP#3/LES permanent power integration

c. CP#3/CP#1 BMS configuration and integration

d. CP#3/CP#1/LES PCMS network integration

e. CP#3/Substation permanent power A and B sides

f. CP#3/Substation pre-integration commissioning

g. CP#3 Communications integration

h. CP#3 Protective relaying integration

i. CP#3 IESS configuration and integration

j. CP#3 Industrial water configuration and integration

k. CP#3 Potable water configuration and integration

l. CP#3 Heating water configuration and integration

m. CP#3 Chilled water configuration and integration

n. CP#3 Compressed Air configuration and integration

o. CP#3 Fuel oil configuration and integration

p. CP#3 Fuel oil configuration and integration

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1.5.9 Initial Red Zone Meeting (IRZM)

At approximately 75 percent completion, the Contractor shall participate in the Initial Red Zone Meeting (IRZM). The Contractor shall be responsible for contributing to the agenda in support of the Administrative Contracting Officer (ACO) and the Alaska District Project Manager. The Government is responsible for distributing the agenda, conducting the meeting, preparing the minutes, distributing the minutes, and assigning action items. The purpose of the IRZM is to coordinate all of the activities leading up to project acceptance by the customer as well as completing contract and project closeout.

Items to be discussed include, but are not limited to, the following:

verify FSOMM requirements and submittal dates; review status of all outstanding submittals; verify spare parts, keys, etc.; turnover requirements and turnover dates; acceptance inspection and final acceptance; identify and schedule all tests to be witnessed by Government personnel; mechanical system tests and balances; commissioning; training sessions; preliminary as-built submittals; final as-built submittals;

warranty conference; building interior inspections; separate building exterior inspections, if necessary before snowfall; final utility readings;

erosion control and turf requirements; installation of specialized equipment and communications infrastructure; permanent keys for building, whose responsibility and when needed; site demobilization. Additionally, the project team will discuss the processes for completing the Contractor's Release of Claims (RoC) and Construction Performance Assessment Reporting System (CPARS). The Contractor is explicitly responsible for presenting electronic copies of the following documents to the ACO at the IRZM:

The Contractor is explicitly responsible for presenting following documents to the ACO at the IRZM:

a. Current progress schedule

b. Current punch list.

c. Schedule of all tests to be witnessed by Government.

d. Up-to-date redline drawings and/or draft-final AutoCAD and Revit as-built drawings.

e. Draft of FSOMMS.

f. Draft of Warranty Plan.

The IRZM is also the forum for the Government Team and the Contractor to discuss any requirements for potential Final Contract Modifications to minimize the impact on the BOD and other key project milestones. The Government Team and the Contractor are jointly responsible for tracking all action items through resolution and addressing open issues in regularly scheduled management meetings following the IRZM.

1.6 WORK ACTIVITIES

1.6.1 Sequencing Work Activities

The Contractor shall plan and sequence the work in accordance with the contract and in a manner to minimize impact to ongoing operations at Clear AFS. The contractor shall also schedule and sequence the work in a way to

SECTION 01 19 30.03 29 Page 7 accommodate concurrent work by other contractors. This sequencing shall be clearly depicted on the construction schedule.

1.6.2 Construction…