D3167001_P964_V2_Specifications_CDC.pdf

Request for Proposal

W912ER21R0001

Specifications for

P964 Shore to Ship Utilities

Naval Support Activity (NSA), Bahrain

Volume 2 Divisions 01 - 22

US Army Corps of Engineers

Middle East District

THIS PAGE INTENTIONALLY LEFT BLANK

P-964 - Bahrain Shore to Ship Utilities

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 SUMMARY OF WORK

01 14 00 WORK RESTRICTIONS

01 15 00.12 10 SUPPLEMENTARY REQUIREMENTS

01 30 00 ADMINISTRATIVE REQUIREMENTS

01 32 17.12 10 COST-LOADED NETWORK ANALYSIS SCHEDULES (NAS)

01 33 00 SUBMITTAL PROCEDURES

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 42 15 METRIC MEASUREMENTS

01 45 00.00 10 QUALITY CONTROL

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

01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

01 57 19.12 10 TEMPORARY ENVIRONMENTAL CONTROLS

01 58 00 PROJECT IDENTIFICATION

01 74 19 CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT

01 78 00 CLOSEOUT SUBMITTALS

01 78 23 OPERATION AND MAINTENANCE DATA

01 78 24.00 20 FACILITY ELECTRONIC OPERATION AND MAINTENANCE SUPPORT

INFORMATION (eOMSI)

01 80 10 SUMMARY OF WORK FOR P964 WATER TREATMENT EQUIPMENT

EXPANSION

01 91 00.15 TOTAL BUILDING COMMISSIONING

DIVISION 02 - EXISTING CONDITIONS

02 41 00 DEMOLITION

DIVISION 03 - CONCRETE

03 30 00 CAST-IN-PLACE CONCRETE

03 49 00 GLASS FIBER REINFORCED CONCRETE (GFRC)

DIVISION 04 - MASONRY

04 20 00 UNIT MASONRY

DIVISION 05 - METALS

05 40 00 COLD-FORMED METAL FRAMING

05 50 13 MISCELLANEOUS METAL FABRICATIONS

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

06 10 00 ROUGH CARPENTRY

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 11 13 BITUMINOUS DAMPPROOFING

07 13 53 ELASTOMERIC SHEET WATERPROOFING

07 21 13 BOARD AND BLOCK INSULATION

07 22 00 ROOF AND DECK INSULATION

07 27 10.00 10 BUILDING AIR BARRIER SYSTEM

07 27 19.01 SELF-ADHERING AIR BARRIERS

07 27 26 FLUID-APPLIED MEMBRANE AIR BARRIERS

07 54 19 POLYVINYL-CHLORIDE ROOFING

PROJECT TABLE OF CONTENTS Page 1

VOLUME 1 OF 2

CHARETM

Underline

07 55 00 PROTECTED MEMBRANE ROOFING

07 60 00 FLASHING AND SHEET METAL

07 84 00 FIRESTOPPING

07 92 00 JOINT SEALANTS

DIVISION 08 - OPENINGS

08 11 13 STEEL DOORS AND FRAMES

08 33 23 OVERHEAD COILING DOORS

08 71 00 DOOR HARDWARE

08 91 00 METAL WALL LOUVERS

DIVISION 09 - FINISHES

09 22 00 SUPPORTS FOR PLASTER AND GYPSUM BOARD

09 29 00 GYPSUM BOARD

09 65 30 RESILIENT WALL BASE AND ACCESSORIES

09 67 23 RESINOUS FLOORING

09 90 00 PAINTS AND COATINGS

09 96 00 HIGH-PERFORMANCE COATINGS

09 97 13.27 EXTERIOR COATING OF STEEL STRUCTURES

DIVISION 10 - SPECIALTIES

10 14 00.10 EXTERIOR SIGNAGE

10 14 00.20 INTERIOR SIGNAGE

10 26 00 WALL AND DOOR PROTECTION

10 28 13 TOILET ACCESSORIES

10 44 16 FIRE EXTINGUISHERS

10 56 29.16 25 PALLET STORAGE RACKS

DIVISION 13 - SPECIAL CONSTRUCTION

13 34 19 METAL BUILDING SYSTEMS

13 48 00 SEISMIC BRACING FOR MISCELLANEOUS EQUIPMENT

DIVISION 21 - FIRE SUPPRESSION

21 13 13.00 20 WET PIPE SPRINKLER SYSTEM, FIRE PROTECTION

DIVISION 22 - PLUMBING

22 00 00 PLUMBING, GENERAL PURPOSE

22 05 48.00 20 MECHANICAL SOUND, VIBRATION, AND SEISMIC CONTROL

DIVISION 23 - HEATING, VENTILATING, AND AIR CONDITIONING (HVAC)

23 00 00 AIR SUPPLY, DISTRIBUTION, VENTILATION, AND EXHAUST SYSTEMS

23 03 00.00 20 BASIC MECHANICAL MATERIALS AND METHODS

23 05 48.19 SEISMIC BRACING FOR HVAC

23 05 93 TESTING, ADJUSTING, AND BALANCING FOR HVAC

23 07 00 THERMAL INSULATION FOR MECHANICAL SYSTEMS

23 09 00 INSTRUMENTATION AND CONTROL FOR HVAC

23 09 13 INSTRUMENTATION AND CONTROL DEVICES FOR HVAC

23 09 23.01 LONWORKS DIRECT DIGITAL CONTROL FOR HVAC AND OTHER

BUILDING CONTROL SYSTEMS

23 35 19.00 20 INDUSTRIAL VENTILATION AND EXHAUST

23 64 10 WATER CHILLERS, VAPOR COMPRESSION TYPE

23 64 26 CHILLED WATER PIPING SYSTEMS

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VOLUME 2 OF 2

CHARETM

Underline

23 81 00 DECENTRALIZED UNITARY HVAC EQUIPMENT

DIVISION 25 - INTEGRATED AUTOMATION

25 05 11.21 CYBERSECURITY FOR FACILITY-RELATED CONTROL SYSTEMS FIRE,

LIFE, SAFETY

25 05 11.23 CYBERSECURITY FOR FACILITY-RELATED CONTROL SYSTEMS

UTILITY MONITORING CONTROL SYSTEM (UMCS) TO INCLUDE HVAC

25 05 11.26 CYBERSECURITY FOR FACILITY-RELATED CONTROL SYSTEMS

UTILITY CONTROL SYSTEMS GENERATOR CONTROL PANEL FOR

BACKUP GENERATOR; WATER TREATMENT PLC'S AND OPERATOR

INTERFACE TERMINAL AND ELECTRICAL SUBSTATION PLC'S

25 08 10 UTILITY MONITORING AND CONTROL SYSTEM TESTING

DIVISION 26 - ELECTRICAL

26 00 00.00 20 BASIC ELECTRICAL MATERIALS AND METHODS

26 05 33 DOCKSIDE POWER CONNECTION STATIONS

26 05 48.00 10 SEISMIC PROTECTION FOR ELECTRICAL EQUIPMENT

26 08 00 APPARATUS INSPECTION AND TESTING

26 11 16 SECONDARY UNIT SUBSTATIONS

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

26 12 23 STATIC FREQUENCY CONVERTER TRANSFORMERS

26 13 00 SF6/HIGH-FIREPOINT FLUIDS INSULATED PAD-MOUNTED SWITCHGEAR

26 20 00 INTERIOR DISTRIBUTION SYSTEM

26 23 00 LOW-VOLTAGE SWITCHGEAR

26 27 14.00 20 ELECTRICITY METERING

26 28 01.00 10 COORDINATED POWER SYSTEM PROTECTION

26 29 23 VARIABLE FREQUENCY DRIVE SYSTEMS UNDER 600 VOLTS

26 32 13.00 20 SINGLE OPERATION GENERATOR SETS

26 35 43 STATIC FREQUENCY CONVERTERS (SFCS)

26 35 53 STATIC FREQUENCY CONVERTER (SFC) HOUSE

26 36 23.00 20 AUTOMATIC TRANSFER SWITCHES

26 51 00 INTERIOR LIGHTING

DIVISION 27 - COMMUNICATIONS

27 10 00 BUILDING TELECOMMUNICATIONS CABLING SYSTEM

DIVISION 28 - ELECTRONIC SAFETY AND SECURITY

28 08 10 ELECTRONIC SECURITY SYSTEM ACCEPTANCE TESTING

28 10 05 ELECTRONIC SECURITY SYSTEMS (ESS)

28 31 63.00 20 ANALOG/ADDRESSABLE INTERIOR FIRE ALARM SYSTEM

DIVISION 31 - EARTHWORK

31 00 00 EARTHWORK

31 23 19.01 DEWATERING

31 42 00 SHAFT EXCAVATION AND SUPPORT

31 50 00 STEEL CASING PIPE

31 60 00 INSTALLATION OF CARRIER PIPE IN STEEL CASING

31 63 29 DRILLED CONCRETE PIERS

31 74 28 BACKFILL GROUTING

31 79 13 MICROTUNNELING

31 80 00 GEOTECHNICAL INSTRUMENTATION

PROJECT TABLE OF CONTENTS Page 3

32 01 16.71 COLD MILLING ASPHALT PAVING

32 11 23 AGGREGATE BASE COURSES

32 12 16 HOT-MIX ASPHALT (HMA) FOR ROADS

32 13 13.06 PORTLAND CEMENT CONCRETE PAVEMENT FOR ROADS AND SITE

FACILITIES

32 13 73 COMPRESSION JOINT SEALS FOR CONCRETE PAVEMENTS

32 16 15 CONCRETE BLOCK PAVEMENTS

32 16 19 CONCRETE CURBS, GUTTERS AND SIDEWALKS

32 17 23 PAVEMENT MARKINGS

32 31 13.53 HIGH-SECURITY CHAIN LINK FENCES AND GATES

DIVISION 33 - UTILITIES

33 11 00 WATER UTILITY DISTRIBUTION PIPING

33 30 00 SANITARY SEWERAGE

33 32 16 PACKAGED UTILITY WASTEWATER PUMPING STATIONS

33 32 17 OILY WASTE / WASTE OIL LIFT STATIONS

33 71 02 UNDERGROUND ELECTRICAL DISTRIBUTION

33 82 00 TELECOMMUNICATIONS OUTSIDE PLANT (OSP)

DIVISION 35 - WATERWAY AND MARINE CONSTRUCTION

35 45 01 VERTICAL PUMPS, AXIAL-FLOW AND MIXED-FLOW IMPELLER-TYPE

DIVISION 46 - WATER AND WASTEWATER EQUIPMENT

46 61 00 FILTRATION EQUIPMENT

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 4

APPENDIX

Base Exterior Architectural Plan

DIVISION 32 - EXTERIOR IMPROVEMENTS

P-964 - Bahrain Shore to Ship Utilities 474976

SECTION 01 11 00

SUMMARY OF WORK

08/15

PART 1 GENERAL

The P964 Shore to Ship Utilities project will construct adequately sized and efficiently configured shore-to-ship based utility systems on NSA II.

These dedicated shore-to-ship based utility systems will support forward deployed littoral combat ship (LCS) surface combatants, and be able to service compatible homeported, forward deployed, rotationally deployed, and visiting U.S. ships on extended leave at NSA Bahrain.

This project constructs hotel service stations along the waterfront for shore-to-ship utility connections.

Constructs an electrical distribution system, pad mounted switchgear and frequency converters along the waterfront to provide shore-to-ship electrical utility services for ship connections.

Constructs a single story addition to the existing Consolidated Utility Building. The addition will provide space for the addition of a third reverse osmosis plant and chemical storage.

Constructs a single story high-bay storage facility for the utility system. The building consists of open storage with racks for the efficient storage of power cable spools, piping, hoses, tools and equipment.

Architectural systems include concrete masonry unit (CMU) walls, standing seam metal roof, insulated metal panel siding, overhead doors, translucent panels for daylighting.

Paving and site improvements include bases and sub-bases, pavement, roadways, equipment pads for frequency converters and generator, screen walls around the backup generator, equipment sunshades over the frequency converters and an above ground fuel tank.

Electrical utilities include automatic transfer switch with weather enclosure, transformers, diesel backup generator with fuel storage, telecommunications and advance metering.

Mechanical utilities will include potable water distribution system, reverse osmosis package water treatment skid, sanitary sewer distribution systems with pump stations, industrial waste ship hotel connections and advanced metering.

This project also includes selective demolition within the existing consolidated utility building.

This work includes the supply and installation of Naval Support Activity II (NSA) Reverse Osmosis (RO) potable water treatment system, in accordance with Section 01 80 10 SUMMARY OF WORK FOR P964 WATER TREATMENT

EQUIPMENT EXPANSION.

The Contractor shall prepare a construction phasing plan in accordance with Section 01 15 00.12 10 SUPPLEMENTARY REQUIREMENTS, 1.5 CONSTRUCTION

SECTION 01 11 00 Page 1

PHASING PLAN.

The Contractor shall provide pricing as an executable bid option to install the required hardware and make the Base electrical interconnection between NSA I and NSA II, in accordance with contract documents.

-- End of Section --

SECTION 01 11 00 Page 2

SECTION 01 14 00

WORK RESTRICTIONS

11/11

PART 1 GENERAL

1.1 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 PROECDURES:

SD-01 Preconstruction Submittals

List of Contact Personnel; G M/R

Special Scheduling Requirements; G R

SD-06 Test Reports

Supporting Documentationfor new utility lines; G M

1.2 SPECIAL SCHEDULING REQUIREMENTS

a. The Contractor must conduct his operations so as to cause the least possible interference with normal operations.

b. Permission to interrupt any roads and/or utility service must be requested in writing a minimum of 30 calendar days prior to the desired date of interruption. Contractor shall also include in the request, any needed traffic control and/or repair plans.

1.3 CONTRACTOR ACCESS AND USE OF PREMISES

1.3.1 Subcontractors and Personnel Contacts

Provide a list of contact personnel of the Contractor and subcontractors including telephone numbers for use in the event of an emergency. As changes occur and additional information becomes available, correct and change the information contained in previous lists.

1.3.2 No Smoking Policy

Smoking, including smokeless tobacco and e-cigarettes, is prohibited within and outside of all buildings on installation, except in designated smoking areas. This applies to existing buildings, buildings under construction and buildings under renovation. Contractor shall adhere to all NSA's smoking policies. Discarding tobacco materials other than into designated tobacco receptacles is considered littering and is subject to fines. The Contracting Officer will identify designated smoking areas.

1.3.3 Working Hours

Regular duty hours consist of a 8.5 hour period, Sunday through Thursday, excluding Government holidays. Government of Bahrain Summer Work Hour

SECTION 01 14 00 Page 1 restrictions will be followed.

1.3.4 Work Outside Regular Hours

If the Contractor desires to carry on work outside regular duty hours, or on holidays (including the following U.S. holidays: New Year's Day, Martin Luther King Jr's Birthday, George Washington's Birthday, Memorial Day, Independence Day, Labor Day, Columbus Day, Veteran's Day, Thanksgiving and Christmas), he shall submit a written request via serial letter to the Contracting Officer. Written request shall contain, at a minimum, why work is to be performed, work activities, and the safety, quality control and superintendence controls provided. The Contractor shall allow ample time to enable satisfactory arrangements to be made by the Government for inspecting the work in progress. At night, exterior lighting shall be provided in conformance with EM-385-1-1 entitled "Safety and Health Requirements Manual". The following pertains to this contract:

1.3.5 Occupied Areas and Existing Facilities

The Contractor may be working around occupied areas and existing facilities. Do not enter these areas or facilities without prior approval of the Contracting Officer.

1.3.6 Utility Cutovers and Interruptions

a. Contractor shall install all utilities and make all connections. The Contractor shall perform final terminations under the observation of the PWD BOSC contractor when available.

b. Ensure that new utility lines are complete and servicable. Contractor is required to perform any required tests, disinfections, or other requirements and submit supporting documentation in coordination with paragraph 1.1 Submittals of this specification section.

c. Interruption to telephone service, electric service, and fire alarm are considered utility cutovers pursuant to the paragraph entitled "Work Outside Regular Hours."

d. Operation of Station Utilities: The Contractor must not operate nor disturb the setting of control devices in the station utilities system, including water, sewer, electrical, and steam services. The Government will operate the control devices as required for normal conduct of the work. All outage requests will comply with paragraph 1.2b. above The Contractor must notify the Contracting Officer giving 30 days minimum notice when such operation is required.

1.4 MILITARY BASE SECURITY REQUIREMENTS

1.4.1 Requirements

The Base Security Office maintains the ultimate authority for establishing, monitoring, and enforcing security requirements. All contractor, subcontractor, or vendor personnel and vehicles at any tier working at any location on the project are subject to a thorough search upon entering, departing, or at any time deemed necessary by Base Security Personnel. The Contractor shall be responsible for compliance with all laws, regulations and policies of the Government of Bahrain and all Base Security requirements. The Base Security Officer will not approve access for any worker, to any part of the project, when laws, regulations or

SECTION 01 14 00 Page 2 policies of the Government of Bahrain have not first been met. The Government reserves the right to deny access or to require the contractor to remove any personnel or equipment deemed to be a threat to the security of the Base or Base personnel. The Contractor shall work through the Contracting Officer to assure that base security regulations are followed.

1.4.2 Security Area

All work under this contract will be confined to project limits unless approved in advance by the Contracting Officer. Access to the site will be coordinated with US Navy Base Security personnel. Minimum requirements for Contractor entry and operations are described below.

The Contractor will have the primary responsibility for implementation and enforcement of the security for all contractor personnel and equipment in the project limits.

1.4.2.1 Primary Access to the Project Area

Contractor's primary access to the project area for all personnel, vehicles, equipment and materials will be limited to the project area gate. The Contractor shall be responsible for developing and implementing Security and Access Procedures in compliance with existing requirements of Bahrain Defense Force and US Navy Security. Contractor shall be accountable for the amount of badge fees as determined by the Host Nation.

1.4.2.2 Identification of Employees in the NSA Area

At least thirty (30) days prior to requiring access, the Contractor shall submit to the Bahrain Resident Office a BASE ACCESS REQUEST for each individual. Note that there may be fees and longer lead times required for certain types of badges.

The request form must be typed and completely filled out. Any request form with empty fields, missing credentials or illegibly written words/numbers will be rejected and access denied until the application is resubmitted correctly. Request form to be submitted must include color copies of identification documents such as valid passport, Central Population Registry (CPR) card, Resident permit/visa and driver's license. For the document to be valid, it must be current (not expired), accurately depict the document holder, and must not show signs of tampering or alteration.

Employees shall wear hard hats and coveralls of a distinct color for the contractor's personnel and for each subcontractor's personnel. The coveralls shall have markings on the back clearly identifying the company for whom the employee works.

1.4.2.3 Identification of Vehicles and Equipment in the Project Area

All Contractor vehicles and equipment entering the project area must be listed on the US Navy Vehicle Access List. The Contractor shall provide a list of all vehicles that require access to the project area. This access list shall include the type of equipment, make and model, registration number, company name of owner. The current access list will be provided through the Contracting Officer to the Base Security Officer on a weekly basis. The Contractor shall plan his vehicle and equipment requirements such that the access list will contain all those vehicles and equipment that will need access to the project area for completion of the particular work item being performed. All Contractor vehicles and equipment entering will be subject to a thorough inspection by Base Security personnel. No

SECTION 01 14 00 Page 3 vehicle will be left unattended in the project area at any time.

1.4.3 Contractor Trusted Agents

The contractor will appoint an individual to act as its Trusted Agent throughout the duration of this contract. The Trusted Agent's primary function will be to coordinate all issues relative to access to the project area, to establish and maintain employee and vehicle access lists, to coordinate the entry of escorted visitors and materials to the Security Areas, and to generally represent the contractor's interest in dealing with the Contracting Officer and the Base Security Personnel. This individual shall be capable of clearly communicating orally and in writing with Base Security personnel. The ability to communicate in other languages than English will be beneficial as well. The Trusted Agent will be subject to the approval of the Base Security Officer and can be removed from the position at anytime at the request of the Base Security Officer.

The Trusted Agent will work at the contractor's office located at the project area. At the start of construction the Trusted Agent, the Contracting Officer and the Base Security Officer shall meet to discuss all details of the Base Security requirements, to reach an understanding of the Trusted Agent's duties and other operational relationships.

1.4.4 Access to Operational Areas

Contractor personnel are expressly prohibited from entering operational buildings or areas without the specific authorization of the Base Security Office. Necessary access to operational buildings or areas shall be coordinated through the Contracting Officer and approved by the Base Security Officer a minimum of thirty (3)days before access is required.

1.5 MILITARY BASE RULES AND REGULATIONS

The Contractor and his employees and subcontractors shall become familiar with and obey all Base rules and regulations including fire, traffic and security regulations. All personnel employed on the Base shall keep within the limits of the work (and avenues of ingress and egress), and shall not enter any Restricted Areas unless required to do so and prior clearance for such entry is obtained. The Contractor's equipment shall be conspicuously marked for identification.

1.6 INSTALLATION ACCESS

Work under this contract will be performed at a location with security and access control procedures. Compliance with base pass and access procedures is the sole responsibility of the Contractor, and is required to be accomplished prior to initiation of the process for gaining access to controlled sites. Contractor shall be responsible for determining the nature and amount of any fees required. Contractor is responsible for all workers granted access pursuant to work under this contract.

a. Other Data: Contractor shall provide additional data, as required and not specifically indicated above, to secure all required passes for where work is required to be performed.

b. Compliance with Revised Requirements: The government may revise requirements and procedures for obtaining passes and/or access to the

SECTION 01 14 00 Page 4 site of work at any time during the life of the contract. Contractor shall comply with all such requirements, as directed by the Contracting Officer.

c. Contractor shall employ an acceptable system for accountability and control of all compound passes/access badges issued to him.

Passes/Access Badges shall be returned to the Government as soon as they are no longer required.

1.7 CONTRACTOR TRANSPORTATION AND CUSTOMS CLEARANCE

All materials and equipment which are to be incorporated into the project, or are to be used in support of this contract, may be shipped free of duty, if the following actions are taken:

1.7.1 Shipments of Materials

All shipments of materials into the country for use in performance of work under this contract and supplies or services necessary for support of the Contractor's personnel shall be addressed to the shipping address furnished to the Contractor by the Contracting Officer. Address will be furnished upon request by the Contractor.

1.7.2 Contractor's Responsibilities

The following items are the sole responsibility of the Contractor to investigate, estimate as to cost, and assume the risk, as normally encountered by Contractors. The Contractor shall be responsible for determining the effect of the following on his own cost of performance of the contract and for including sufficient amount in the contract price:

a. Payment of Value Added Tax (VAT).

b. Official language and type of accounts required to satisfy the officials of the Local Government.

c. Entry and exit visas, residence permits, and residence laws applicable to aliens. This includes any special requirements of the Host Government, including those required by local Labor Offices, which the Contractor may have to fulfill before an application for a regular block of visas will be accepted.

d. Passports, health and immunization certificates, and quarantine clearance.

e. Compliance with local labor and insurance laws, including payment of employer's share of contribution, collecting balance from employee and paying into insurance funds.

f. Strikes, demonstrations and work stoppage.

g. Collection through withholding and payment to local Government, of any Host Country income tax on employees subject to tax.

h. Arranging to perform work in the Host Country, to import personnel, to employ non-indigenous labor, to receive payments and to remove such funds from the country.

i. Operating under local laws, practices, customs and controls, SECTION 01 14 00 Page 5 and with local unions, in connection with hiring and firing, mandatory wage scales, vacation pay, severance pay, overtime, holiday pay, 7th day of rest, legal notice or pay in lieu thereof for dismissal of employees, slowdown and curtailed schedules during religious holidays and ratio of local labor employed in comparison to others.

j. Possibility of claims in local bureaus, litigation in local courts, or attachment of local bank accounts.

k. Compliance with workmen's compensation laws and contributions into funds. Provisions of necessary medical service for Contractor employees.

l. Special license required by the local Government for setting up and operating any manufacturing plant in the Host Country, e.g.

concrete batching, precast concrete, concrete blocks, etc.

m. Sales within the host country of Contractor-owned materials, and equipment.

n. Special licenses for physicians, mechanics, tradesmen, drivers, etc.

o. Identification and/or registration with local police of imported personnel.

p. Stamp tax on documents, payments and payrolls.

q. Base passes for permanent staff, day laborers, motor vehicles, etc.

r. Compliance with all customs and import rules, regulations and restrictions, including, but not limited to, local purchase requirements.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

SECTION 01 14 00 Page 6

SECTION 01 15 00.12 10

SUPPLEMENTARY REQUIREMENTS

10/15

PART 1 GENERAL

1.1 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 PROECDURES:

SD-01 Preconstruction Submittals

Requests for Digging Permits; G R

Construction Phasing Plan; G R

Proposed Means of Providing Project Security; G R

Accident Prevention Plan (APP); G R

Requests for Hot Work Permits; G R

SD-07 Certificates

Certificates Of Compliance

SD-11 Closeout Submittals

Inventory of all excess supplies, materials and equipment; G R

1.2 MEETING MINUTES

The Contractor shall be responsible for the preparation of minutes of all meetings specified in the contract documents. Unless otherwise specified, these minutes shall be prepared within two (2) working days after meeting and signed by both the Contractor and Contracting Officer. Contractor shall provide signed copies to all attendees.

1.3 ENGLISH SPEAKING REPRESENTATIVE

At all times when any performance of the work at any site is being conducted by any employee of the Contractor or its subcontractors, suppliers, or vendors at any tier, the Contractor shall have a representative present at each site who has the capability of receiving instructions in the English language, fluently speaking the English language and explaining the work operations to persons performing the work in the language that those performing the work are capable of understanding. The Contracting Officer shall have the right to determine whether the proposed representative has sufficient technical and lingual capabilities, and the Contractor shall immediately replace any individual not acceptable to the Contracting Officer.

SECTION 01 15 00.12 10 Page 1

1.4 DIGGING PERMITS

1.4.1 Requirements for Digging Permits

Prior to the start of any work activity which requires excavation, the Contractor shall obtain a digging permit.

1.4.2 Requests for Digging Permits

Requests for Digging Permits shall be submitted through the Contracting Officer to the Public Works Department (PWD) a minimum of thirty (30) days prior to the start of the work activity covered by the permit. The request for a Digging Permit shall include a narrative description of the work to be performed and a detailed map of the area of the excavation clearly marking the location of all known utilities or other obstructions. A repair plan shall also be included containing the approved submittals (i.e. any material as required by the appropriate specifications under which the digging permit is supporting) for any repair material. If the work activity covered by the Digging Permit request also requires a utility outage, a separate request for the outage shall be submitted.

1.4.3 Preparation of Requests for Digging Permits

Prior to submitting a request for a Digging Permit, the Contractor shall carefully review the area to be excavated to determine the location of existing utilities and other obstructions. The Contractor will review available drawings and will conduct a visual inspection of the site. The Contractor will utilize underground utility detecting devices such as metal and cable detectors to determine the location of existing utilities.

All utility lines found shall be clearly flagged or marked and the location of the utility shall be shown on the drawing to be submitted with the request for Digging Permit.

1.4.4 Existing Underground Utilities

The Contractor is provided notice that existing utilities are present in the construction area which may not be shown, or are inaccurately shown, on the base as-built drawings and the contract drawings. The Contractor shall exercise utmost care in researching locations of existing utilities and reducing damage to existing utilities. Any utilities damaged by the Contractor shall be promptly repaired by the Contractor. The Contracting Officer will review and approve any proposed repairs. Any damage to existing utilities will be immediately reported to the Contracting Officer and the

PWD.

1.4.5 Use of Underground Utility Detecting Device

Prior to any excavation, a metal and/or cable detecting device shall be used along the route of the excavation. All underground utilities discovered by this method will be flagged a minimum distance of one-half (1/2) meter on each side of the location.

1.4.6 Hand Excavation

Hand excavation methods and special supervisory care shall be used between any flagged markers, in areas of known or suspected hazards, and in areas known or suspected to have multiple and/or concentrated utility lines or connections.

SECTION 01 15 00.12 10 Page 2

1.5 CONSTRUCTION PHASING PLAN

The Contractor shall prepare a construction phasing plan meeting all the RFP requirements and based on the Construction Segments as shown in the RFP drawings. The Contractor shall coordinate the construction sequencing with the COR, and the Base Engineer, with regards to work sequencing, road closures, laydown areas, haul routes, etc., prior to submission of the Phasing Plan. The Phasing Plan shall show the detailed plan for accomplishing work, major work activity durations and start and finish milestones for each phase, intended work hours, personnel, equipment, traffic hauling patterns to, and around the work site, Foreign Object Damage prevention, mobilization and demobilization, and Security. This plan shall be submitted for approval within 10 calendar days of NTP, and will be updated from time to time as operational requirements demand.

1.6 RESPONSIBILITY FOR PHYSICAL SECURITY

Prior to mobilization, the Contractor shall submit his proposed means of providing project security to prevent unauthorized access to equipment, facilities, materials and documents, and to safeguard them against sabotage, damage, and theft. The Contractor shall be responsible for physical security of all materials, supplies, and equipment of every description, including property which may be Government-furnished or owned, for all areas occupied jointly by the Contractor and the Government, as well as for all work performed.

1.7 CERTIFICATES OF COMPLIANCE

Any certificates required for demonstrating proof of compliance of materials with specification requirements shall be executed in accordance with Section 01 33 00 SUBMITTAL PROCEDURES . Each certificate shall be signed by an official authorized to certify in behalf of the manufacturing company involved and shall contain the name and address of the Contractor, the project name and location, description and the quantity of the items involved, and date or dates of shipment or delivery to which the certificates apply. Copies of laboratory test reports submitted with certificates shall contain the name and address of the testing laboratory and the date or dates of the tests to which the report applies.

Certification shall not be construed as relieving the Contractor from furnishing satisfactory material.

1.8 ACCIDENT PREVENTION

The Contractor shall comply with all applicable Host Country laws and with such additional measures as the Contracting Officer may find necessary in accordance with CONTRACT CLAUSE 52.236-13 entitled ACCIDENT PREVENTION (NOV 1991). Applicable provisions of the Corps of Engineers manual entitled Safety and Health Requirements Manual EM 385-1-1, will be applied to all work under this contract. The referenced manual may be obtained by copying the below into the URL address:

https://www.usace.army.mil/Missions/Safety-and-Occupational- Health/Safety-and-Health-Requirements-Manual/

1.8.1 Accident Prevention Plan (APP)

Submit the APP to the Contracting Officer 30 calendar days prior to the date of the preconstruction conference for acceptance by the Contracting Officer. The Contractor shall not commence physical work at the site until

SECTION 01 15 00.12 10 Page 3 the Accident Prevention Plan (APP) has been reviewed and accepted by the Contracting Officer or his authorized representative. The APP shall meet the requirements listed in Appendix "A" of EM385-1-1.

The Activity Hazard Analysis (AHA) is a method in which those hazards likely to cause a serious injury or fatality are analyzed for each phase of operations. Corrective action is planned in advance which will eliminate the hazards. An analysis is required for each specific Definable Feature of Work (DFOW) and shall be submitted utilizing the Resident Management System (RMS) rather than presenting the complete analysis. If the plan is to be presented in phases, a proposed outline for future phases must be submitted as a part of the initial Accident Prevention Plan submittal. Accident Prevention Plans will be reviewed for timeliness and adequacy at least monthly with a signature sheet signed and dated documenting that these reviews took place.

Copy of company policy statement of Accident Prevention and any other guidance as required by EM 385-1-1, Appendix A.

1.8.2 Ground Fault Circuit Interrupter (GFCI) Requirement - Overseas Construction

The Corps of Engineers Health and Safety Manual, EM 385-1-1, section 11.C.05.a. states: "The GFCI device shall be calibrated to trip within the threshold values of 5 ma +/- 1 ma as specified in Underwriters Laboratory (UL) Standard 943." A variance from USACE has been granted allowing 10 ma, in lieu of 5 ma, for overseas activities that use 220 Volts(V)/50 hertz(hz) electrical power.

1.8.3 Temporary Power - Electrical Distribution Boxes

EM 385-1-1 section 11.A.01.a. states "All electrical wiring and equipment shall be a type listed by a nationally recognized testing laboratory for the specific application for which it is to be used." This includes temporary electrical distribution boxes. Locally manufactured electrical boxes will not be allowed. Only manufactured electrical distribution boxes that meet the European CE requirements, with 10 ma CE type GFCIs installed shall be allowed.

Contractors shall:

a. Make no modifications that might void any CE or manufacturer certification.

b. Test the installed systems to demonstrate that they operate properly and provide the 10 ma earth leakage protection.

c. Ensure GFCIs will have an integral push-to-test function. The testing shall be performed on a regular basis.

d. Check that proper grounding is checked regularly and flexible cords, connectors, and sockets inspected before each use.

1.8.4 Reinforcement Caps

All rebar and other protruding reinforcing steel, onto and into which employees could fall, shall be guarded to eliminate the hazard of impalement. The guarding shall meet Code of Regulations, Title 8, Section

344.90 California Impalement Protection. Each protective cover shall be

SECTION 01 15 00.12 10 Page 4 marked with the following information:

(1) Model Number or Trademark.

(2) California Approval Number as issued pursuant to Sections 1712 and 1505 of the above listed Code.

(3) Size(s) designation.

1.9 LOCALLY AVAILABLE SERVICE FOR EQUIPMENT

All equipment furnished under this contract, regardless of country of manufacture or purchase, must have in-country service availability. In the event that the Contractor proposed to provide equipment for which in-country service is not available, the Contractor must provide written justification for the Contracting Officer's approval. This justification shall be submitted for each product or material for which a waiver is sought concurrently with the submittal required by the Technical Provisions. Submission of group or "blanket" waivers is unacceptable.

1.10 PHYSICAL CONDITIONS

The indications of physical conditions on the drawings and in the specifications are the result of site investigations. Exploration logs (FOR INFORMATION ONLY) are presented as an exhibit to this section.

1.11 STANDARDIZATION

Where two or more items of the same type or class of equipment furnished in this project are required, the units shall be products of the same manufacturer and shall be interchangeable when of the same size, capacity, performance characteristics, and rating. The only exception to this requirement is where the items are interchangeable due to conformance with industry standards (valves, fittings, etc.), they need not be by the same manufacturer. This requirement applies to all manufactured items in the project which normally require repair or replacement during the life of the equipment.

1.12 ON-BASE PHOTOGRAPHY PROHIBITION

The Contractor shall not engage in any form of photography without prior written approval from the Naval Security Force (NSF) in the form of an approved camera pass.

1.13 PUBLIC RELEASE OF INFORMATION

1.13.1 Prohibition

There shall be no public release of information or photographs concerning any aspect of the materials or services relating to this bid, contract, purchase order, or other documents resulting therefrom without the prior written approval of the Contracting Officer.

1.13.2 Subcontract and Purchase Orders

The Contractor agrees to insert the substance of this clause in all purchase orders and subcontract agreements issued under this contract.

1.14 CUSTOM EXEMPT CONTRACT

The Contractor shall furnish to the Contracting Officer, prior to

SECTION 01 15 00.12 10 Page 5 completion of this contract, a consolidated inventory of all inventory of all excess supplies, materials and equipment imported duty free for use under this contract. The Contractor shall either pay required duties on the excesses, re-export the excesses, or the excesses shall become the property of the Government.

1.15 COMPLIANCE WITH HOST COUNTRY RULES AND CUSTOMS

The laws of Host Country may prohibit access to certain areas of the country which are under military control. The Contractor shall furnish the Contracting Officer the names of personnel, type, and amounts of equipment, dates and length of time required at the site, and the purpose of entering the host country. It is understood that areas to which rights of entry are provided by the Host Government are to be used only for work carried out under the contract and no destruction or damages shall be caused, except through normal usage, without concurrence of the Host Government.

1.16 RADIO TRANSMITTER RESTRICTIONS

To preclude accidental actuation of sensitive electronic equipment, the Contractor shall not use radio transmitting equipment without prior approval of the Contracting Officer.

1.17 BASE HOT WORK PERMITS

1.17.1 Requirement for Hot Work Permits

Prior to the start of a work activity including hot work (welding, burning, etc.) or the operating of other flame producing devices, the Contractor shall obtain a Hot Work Permit.

1.17.2 Requests for Hot Work Permits

Requests for Hot Work Permits go through the Base Fire Department a minimum of 15 days in advance prior to the start of the work activity covered by the permit. Contractor shall submit such request to the Site Safety and Health Officer (SSHO). The request for a Hot Work Permit shall include a narrative description of the work to be accomplished, a list of equipment to be used, and a description of special safety precautions that the Contractor will put in place during the work to assure compliance with EM 385-1-1 and Base Fire Regulations.

1.17.3 Preparatory Inspections and Inspection of Equipment

During the Preparatory Inspection for any work activity including hot work, the Hot Work Permit shall be reviewed. During the Preparatory inspection, all hot equipment and safety equipment shall be checked to assure that it is in proper working order. Safety equipment required by the Hot Work Permit shall be checked at the beginning of each shift to assure that it is in proper working order.

1.18 EXHIBIT

Exhibit A - Exploration Data

SECTION 01 15 00.12 10 Page 6

Exhibit A

Exploration Data

Provided in Separate File

SECTION 01 30 00

ADMINISTRATIVE REQUIREMENTS

08/15

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.

U.S. ARMY CORPS OF ENGINEERS (USACE)

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

U.S. NATIONAL ARCHIVES AND RECORDS ADMINISTRATION (NARA)

15 CFR 772 Definition of Terms

15 CFR 773 Special Licensing Procedures

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

Progress and Completion Pictures; G M/R

1.3 PROGRESS AND COMPLETION PICTURES

Photographically document site conditions prior to start of construction operations. Provide monthly, and within one month of the completion of work, digital photographs, 1600x1200x24 bit true color minimum resolution in JPEG file format showing the sequence and progress of work. Take a minimum of 20 digital photographs each week throughout the entire project from a minimum of ten views from points located by the Contracting Officer's Representative. Submit with the monthly invoice two sets of digital photographs, each set on a separate compact disc (CD) or data versatile disc (DVD), cumulative of all photos to date. Indicate photographs demonstrating environmental procedures. Provide photographs for each month in a separate monthly directory and name each file to indicate its location on the view location sketch. Also provide the view location sketch on the CD or DVD as a digital file. Include a date designator in file names. Cross reference submittals in the appropriate daily report. Photographs provided are for unrestricted use by the Government.

SECTION 01 30 00 Page 1

1.4 SUPERVISION

1.4.1 Minimum Communication Requirements

Have at least one qualified superintendent, or competent alternate, capable of reading, writing, and conversing fluently in the English language, on the job-site at all times during the performance of contract work. In addition, if a Quality Control (QC) representative is required on the contract, then that individual must also have fluent English communication skills.

1.4.2 Superintendent Qualifications

At all times during performance of this contract and until the work is completed and accepted, the Contractor shall directly superintend the work or assign and have on the worksite a competent superintendent who is satisfactory to the Contracting Officer and has authority to act for the Contractor.

The project superintendent must have a minimum of 10 years experience in construction with at least 5 of those years as a superintendent on projects similar in size and complexity. The individual must be familiar with the requirements of EM 385-1-1 and have experience in the areas of hazard identification and safety compliance. The individual must be capable of interpreting a critical path schedule and construction drawings. The qualification requirements for the alternate superintendent are the same as for the project superintendent. The Contracting Officer may request proof of the superintendent's qualifications at any point in the project if the performance of the superintendent is in question.

1.4.2.1 Duties

The project superintendent is primarily responsible for managing and coordinating day-to-day production and schedule adherence on the project.

The superintendent is required to attend Red Zone meetings, partnering meetings, and quality control meetings. The superintendent or qualified alternative must be on-site at all times during the performance of this contract until the work is completed and accepted.

1.4.3 Project Manager

Assign a Project Manager with the responsibility for the overall management of the project. The Contracting Officer may request proof of the Project Manager's qualifications at any point in the project if the performance of the Project Manager is in question.

1.4.3.1 Project Manager Qualifications

The Project Manager must have a minimum 10 years experience as a Project Manager or Superintendent on projects of similar size and complexity.

1.4.4 Non-Compliance Actions

The Project Superintendent is subject to removal by the Contracting Officer for non-compliance with requirements specified in the contract and for failure to manage the project to insure timely completion.

Furthermore, the Contracting Officer may issue an order stopping in accordance with the Suspension of Work Clause all or part of the work until satisfactory corrective action has been taken. No part of the time

SECTION 01 30 00 Page 2 lost due to a suspension of work is acceptable as the subject of claim for extension of time for excess costs or damages by the Contractor.

1.5 PRECONSTRUCTION CONFERENCE

After award of the contract but prior to commencement of any work at the site, meet with the Contracting Officer to discuss and develop a mutual understanding relative to the administration of the value engineering and safety program, preparation of the schedule of prices or earned value report, shop drawings, and other submittals including scheduling programming, prosecution of the work, and clear expectations of the "Interim DD Form 1354" Submittal. Major subcontractors who will engage in the work must also attend.

1.6 FACILITY TURNOVER PLANNING MEETINGS (Red Zone - RZ)

Meet with the Government to identify strategies to ensure the project is carried to expeditious closure and turnover to the Client. Start the turnover process at the Pre-Construction Conference meeting with a discussion of the Red Zone (RZ) process and convene at regularly scheduled RZ Meetings. Include the following in the facility Turnover effort:

1.6.1 RZ Checklist

a. Contracting Officer's Representative (COR) will provide the Contractor a RZ Checklist template at the Preconstruction Conference.

b. Prior to 75 percent or 90 calendar days completion, add/delete critical activities to the RZ Checklist template as necessary to match the project scope, and schedule critical activities and insert planned completion dates in the RZ checklist for each critical activity.

Present the RZ Checklist to COR and review during a regularly scheduled QC Meeting.

1.6.2 Meetings

a. Upon Government acceptance of the RZ Checklist, the Project Superintendent is required to lead regular RZ Meetings beginning at approximately 75 percent project completion, or three months prior to the contractual completion date, whichever comes first.

b. The Contracting Officer will determine the frequency of the meetings, which is expected to increase as the project completion draws nearer.

c. Using the RZ Checklist as a Plan of Action and Milestones (POAM) and basis for discussion, review upcoming critical activities and strategies to ensure work is completed on time.

d. Coordinate with the COR any upcoming activities that require Government involvement.

e. Maintain the RZ Checklist by documenting the actual completion dates as work is completed and update the RZ Checklist with revised planned completion dates as necessary to match progress. Distribute copies of the current RZ Checklist to attendees at each RZ Meeting.

1.7 EXPORT LICENSES FOR OVERSEAS PROJECTS

Obtain individual export licenses and project export licenses required by

SECTION 01 30 00 Page 3 the Department of Commerce regulations ( 15 CFR 772 and 15 CFR 773 ) so that delays are minimized or avoided in shipping from the United States of America to a foreign country. For additional information, the Contractor may contact one of the U.S. and Foreign Commercial Service District Offices of the Department of Commerce which are located in almost every State.

1.8 PARTNERING

To most effectively accomplish this contract, the Government requires the formation of a cohesive partnership within the Project Team whose members are from the Government, the Contractor and their Subcontractors. Key personnel from the Supported Command, the End User (who will occupy the facility), the Government Design and Construction team and Subject Matter Experts, the Installation, the Contractor and Subcontractors, and the Designer of Record will be invited to participate in the Partnering process. The Partnership will draw on the strength of each organization in an effort to achieve a project that is without any safety mishaps, conforms to the Contract, and stays within budget and on schedule.

The Contracting Officer will provide Information on the Partnering Process and a list of key and optional personnel who should attend the Partnering meeting.

1.8.1 Informal Partnering

The Contracting Officer will organize the Partnering Sessions with key personnel of the project team, including Contractor personnel and Government personnel.

The Initial Partnering session should be a part of the Pre-Construction Meeting. Partnering sessions will be held at a location agreed to by the Contracting Officer and the Contractor. The Initial Informal Partnering Session will be conducted and facilitated using electronic media (a video and accompanying forms) provided by the Contracting Officer. The Partners will determine the frequency of the follow-on sessions, at no more than 3 to six month intervals.

1.9 ELECTRONIC MAIL (E-MAIL) ADDRESS

Establish and maintain electronic mail (e-mail) capability along with the capability to open various electronic attachments as text files, pdf…