Amendment 6 TracyACP_Specifications-All (updated 29Nov19).pdf

Upgrade Main Access Control Point Spec No. 2254 DLA Distribution San Joaquin, CA

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 SUMMARY OF WORK

01 14 00 WORK RESTRICTIONS

01 30 00 ADMINISTRATIVE REQUIREMENTS

01 32 01.00 10 PROJECT SCHEDULE

01 33 00 SUBMITTAL PROCEDURES

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00.00 10 QUALITY CONTROL

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

01 45 35 SPECIAL INSPECTIONS

01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

01 57 19 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 91 00.15 10 TOTAL BUILDING COMMISSIONING

DIVISION 02 - EXISTING CONDITIONS

02 41 00 DEMOLITION

02 81 00 TRANSPORTATION AND DISPOSAL OF HAZARDOUS MATERIALS

02 82 00 ASBESTOS REMEDIATION

02 83 00 LEAD REMEDIATION

02 84 16 HANDLING OF LIGHTING BALLASTS AND LAMPS CONTAINING PCBs

AND MERCURY

DIVISION 03 - CONCRETE

03 15 00.00 10 CONCRETE ACCESSORIES

03 30 00 CAST-IN-PLACE CONCRETE

03 35 00.00 10 CONCRETE FINISHING

03 35 43 SPECIAL CONCRETE FLOOR FINISHES

03 39 00.00 10 CONCRETE CURING

03 42 13.00 10 PLANT-PRECAST CONCRETE PRODUCTS FOR BELOW GRADE

CONSTRUCTION

DIVISION 04 - MASONRY

04 20 00 UNIT MASONRY

DIVISION 05 - METALS

05 05 23.16 STRUCTURAL WELDING

05 12 00 STRUCTURAL STEEL

05 30 00 STEEL DECKS

05 40 00 COLD-FORMED METAL FRAMING

05 50 13 MISCELLANEOUS METAL FABRICATIONS

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

06 20 00 FINISH CARPENTRY

06 41 16.00 10 PLASTIC-LAMINATE-CLAD ARCHITECTURAL CABINETS

06 61 16 SOLID SURFACING FABRICATIONS

PROJECT TABLE OF CONTENTS Page 1 27 November 2019 Amendment 0006

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 17 00 BENTONITE WATERPROOFING

07 21 13 BOARD AND BLOCK INSULATION

07 21 16 MINERAL FIBER BLANKET 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 60 00 FLASHING AND SHEET METAL

07 61 14.00 20 STEEL STANDING SEAM ROOFING

07 84 00 FIRESTOPPING

07 92 00 JOINT SEALANTS

DIVISION 08 - OPENINGS

08 11 13 STEEL DOORS AND FRAMES

08 31 00 ACCESS DOORS AND PANELS

08 34 01 FORCED ENTRY RESISTANT COMPONENTS

08 34 02 BULLET-RESISTANT COMPONENTS

08 39 53 BLAST RESISTANT DOORS (OVAL ARCH MAGAZINES)

08 51 13 ALUMINUM WINDOWS

08 56 53 BLAST RESISTANT TEMPERED GLASS WINDOWS

08 56 63 DETENTION AND SECURITY WINDOWS

08 71 00 DOOR HARDWARE

08 81 00 GLAZING

DIVISION 09 - FINISHES

09 06 00 SCHEDULES FOR FINISHES

09 22 00 SUPPORTS FOR PLASTER AND GYPSUM BOARD

09 29 00 GYPSUM BOARD

09 30 10 CERAMIC, QUARRY, AND GLASS TILING

09 51 00 ACOUSTICAL CEILINGS

09 65 00 RESILIENT FLOORING

09 90 00 PAINTS AND COATINGS

09 96 00 HIGH-PERFORMANCE COATINGS

DIVISION 10 - SPECIALTIES

10 14 00.20 INTERIOR SIGNAGE

10 14 53 TRAFFIC SIGNAGE

10 26 00 WALL AND DOOR PROTECTION

10 28 13 TOILET ACCESSORIES

10 44 16 FIRE EXTINGUISHERS

DIVISION 12 - FURNISHINGS

12 21 00 WINDOW BLINDS

12 36 00 COUNTERTOPS

12 48 13 ENTRANCE FLOOR MATS AND FRAMES

12 50 00.13 10 FURNITURE AND FURNITURE INSTALLATION

12 93 00 SITE FURNISHINGS

DIVISION 13 - SPECIAL CONSTRUCTION

13 34 19 METAL BUILDING SYSTEMS (PREFABRICATED GUARD BOOTHS,

OVERWATCH BUILDING, PRE-ENGINEERED CANOPIES, GATEHOUSE,

AND INSPECTION BUILDING)

PROJECT TABLE OF CONTENTS Page 2

13 48 00 SEISMIC BRACING FOR MISCELLANEOUS EQUIPMENT

DIVISION 21 - FIRE SUPPRESSION

21 13 13.00 10 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 11 25 FACILITY GAS PIPING

23 23 00 REFRIGERANT PIPING

23 31 13.00 40 METAL DUCTS

23 81 00.00 20 UNITARY AIR CONDITIONING EQUIPMENT

23 82 00.00 20 TERMINAL HEATING UNITS

DIVISION 25 - INTEGRATED AUTOMATION

25 05 11.01 CYBERSECURITY FOR FIRE AND LIFE SAFETY SYSTEMS

25 05 11.02 CYBERSECURITY FOR HVAC CONTROL SYSTEM DEVICES

25 05 11.03 CYBERSECURITY FOR LIGHTING CONTROL SYSTEMS

25 05 11.04 CYBERSECURITY FOR METERING SYSTEMS

DIVISION 26 - ELECTRICAL

26 00 00.00 20 BASIC ELECTRICAL MATERIALS AND METHODS

26 05 48.00 10 SEISMIC PROTECTION FOR ELECTRICAL EQUIPMENT

26 08 00 APPARATUS INSPECTION AND TESTING

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

26 20 00 INTERIOR DISTRIBUTION SYSTEM

26 24 13 SWITCHBOARDS

26 28 01.00 10 COORDINATED POWER SYSTEM PROTECTION

26 32 15.00 10 DIESEL-GENERATOR SET STATIONARY 100-2500 KW, WITH

AUXILIARIES

26 33 53.00 20 UNINTERRUPTIBLE POWER SUPPLY (UPS)

26 36 00.00 10 AUTOMATIC TRANSFER SWITCH AND BY-PASS/ISOLATION SWITCH

26 41 00 LIGHTNING PROTECTION SYSTEM

26 51 00 INTERIOR LIGHTING

26 56 00 EXTERIOR LIGHTING

DIVISION 27 - COMMUNICATIONS

27 10 00 BUILDING TELECOMMUNICATIONS CABLING SYSTEM

DIVISION 28 - ELECTRONIC SAFETY AND SECURITY

28 31 76 INTERIOR FIRE ALARM AND MASS NOTIFICATION SYSTEM

DIVISION 31 - EARTHWORK

31 00 00 EARTHWORK

PROJECT TABLE OF CONTENTS Page 3

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 01 19 FIELD MOLDED SEALANTS FOR SEALING JOINTS IN RIGID

PAVEMENTS

32 11 23 AGGREGATE BASE COURSES

32 11 29 LIME-MODIFIED SUBGRADE

32 12 13 BITUMINOUS TACK COATS

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

32 13 13.06 PORTLAND CEMENT CONCRETE PAVEMENT FOR ROADS AND SITE

FACILITIES

32 16 19 CONCRETE CURBS, GUTTERS AND SIDEWALKS

32 17 23 PAVEMENT MARKINGS

32 31 13 CHAIN LINK FENCES AND GATES

32 31 13.53 HIGH-SECURITY CHAIN LINK FENCES AND GATES

32 92 19 SEEDING

DIVISION 33 - UTILITIES

33 05 00 COMMON WORK RESULTS FOR UTILITIES

33 11 00 WATER UTILITY DISTRIBUTION PIPING

33 11 23 NATURAL GAS AND LIQUID PETROLEUM PIPING

33 30 00 SANITARY SEWERAGE

33 40 00 STORM DRAINAGE UTILITIES

33 71 01 OVERHEAD TRANSMISSION AND DISTRIBUTION

33 71 02 UNDERGROUND ELECTRICAL DISTRIBUTION

33 82 00 TELECOMMUNICATIONS OUTSIDE PLANT (OSP)

DIVISION 34 - TRANSPORTATION

34 71 13.16 VEHICLE CRASH BARRIERS

34 71 13.19 CRASH RATED ACTIVE VEHICLE BARRIERS AND CONTROLS

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PROJECT TABLE OF CONTENTS Page 4

SECTION 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1.1 WORK COVERED BY CONTRACT DOCUMENTS

1.1.1 Project Description

The Contractor shall provide all labor, materials, equipment, and supervision necessary for upgrade of the main gate access control point (ACP) at Defense Depot San Joaquin, California. ACP facilities are comprised of a gatehouse, a visitor control center (VCC), active barriers, vehicle inspection facility with under vehicle inspection system, guard booths and over-watch buildings. The facilities will have fire suppression and alarm systems, mass notification systems, heating, ventilation and air condition (HVAC) systems, electrical power and communications, building automation systems, energy monitoring and control systems and utilities.

The Contractor is solely responsible for measuring and determining the actual lengths and quantities required for the Work. Contractor is to coordinate and work closely with facility personnel as necessary to minimizing disruption.

1.1.2 Location

The work is located at DDJC Tracy Site, San Joaquin, CA, approximately as indicated on drawings. The exact location will be shown by the Contracting Officer.

1.2 OCCUPANCY OF PREMISES

Buildings and other facilities in the vicinity of the project site will be occupied during performance of work under this Contract.

Before work is started, arrange with the Contracting Officer a sequence of procedure, means of access, space for storage of materials and equipment, and use of approaches, corridors, and stairways.

1.3 EXISTING WORK

In addition to FAR 52.236-9 Protection of Existing Vegetation, Structures, Equipment, Utilities, and Improvements:

a. Remove or alter existing work in such a manner as to prevent injury or damage to any portions of the existing work which remain.

b. Repair or replace portions of existing work which have been altered during construction operations to match existing or adjoining work, as approved by the Contracting Officer. At the completion of operations, existing work must be in a condition equal to or better than that which existed before new work started.

1.4 LOCATION OF UNDERGROUND UTILITIES

Obtain digging permits prior to start of excavation, and comply with Installation requirements for locating and marking underground utilities.

SECTION 01 11 00 Page 1 Amendment 0005 13 November 2019

Contact local utility locating service a minimum of 48 hours prior to excavating, to mark utilities, and within sufficient time required if work occurs on a Monday or after a Holiday. Verify existing utility locations indicated on contract drawings, within area of work.

Identify and mark all other utilities not managed and located by the local utility companies.

1.4.1 Notification Prior to Excavation

Notify the Contracting Officer at least 48 hours prior to starting excavation work.

1.5 PRECONSTRUCTION CONFERENCE

Prior to the initiation of work, a meeting will be held with the Contractor and USACE to discuss matters of mutual interest concerning the contract. General conditions, work schedule, phasing and coordination, security, safety, permits, and other matters pertinent to work accomplishments will be discussed in this meeting.

1.6 AUTHORITIES

Only a warranted Contracting Officer (either PCO or ACO) acting within his or her delegated limits has the authority to issue modifications or otherwise change the terms and conditions of this contract. If an individual other than the Contracting Officer attempts to make changes to the terms and conditions of this contract you shall not proceed with the change and shall immediately notify the Contracting Officer.

1.7 CODES AND REFERENCES

References within the RFP are mandatory and shall be used as the basis of construction. References to specific codes and standards within the Specifications may be out of date. However, Contractor shall comply with all current edition of the codes and standards as of the date of contract award. References may not be all inclusive, and it is the Contractor's responsibility to meet all applicable codes.

1.8 SUSTAINABLE ACQUISITION

EPA Designated. Under the Comprehensive Procurement Guidelines (CPG) program, the Environmental Protection Agency (EPA) designates products that are or can be made with recovered materials, and recommends practices for buying these products. Any designated product that is being offered or supplied under this contract shall meet the minimum recommended content levels as identified under the CPG program. Visit http://www.epa.gov/epawaste/conserve/tools/cpg/products for a complete list of designated products and the associated recommended content levels.

Offerors must be able to demonstrate that each offered product meets minimum content levels upon request.

Safer Choice. The contractor shall provide Safer Choice labeled products under this contract, as applicable. The contractor is encouraged to visit http://www2.epa.gov/saferchoice/products for updated lists of qualifying products.

Bio-based. The United States Department of Agriculture (USDA) designates certain biobased products for federal procurement and specifies minimum

SECTION 01 11 00 Page 2 Amendment 0005 biobased content levels for those products. Any designated product that is being offered or supplied under this contract shall meet USDA BioPreferred's minimum biobased content level. Visit the BioPreferred web site for the complete list of designated products and the associated minimum biobased content level requirements.

Energy Star. As required in clause 52.223-15 Energy Efficiency in Energy-Consuming Products, the contractor shall only provide products that earn the ENERGY STAR label and meet ENERGY STAR specifications for energy efficiency. The contractor is encouraged to visit http://www.energystar.gov for complete product specifications and updated lists of qualifying products.

1.9 SPECIAL SECURITY REQUIRMENTS

(1) Contractor personnel or any representative of the Contractor entering DLA Defense Distribution San Joaquin to perform contracted work shall abide by all security regulations and will be subject to security checks. Contractor personnel and property are subject to search and contraband/banned items are subject to seizure upon entering, while on, and upon leaving the installation.

(2) Contractor personnel shall conduct themselves in acceptable business decorum at all times. The Contractor shall remove any individual from the site whose continued presence or employment on this contract is deemed by the COR to be contrary to the public interest, deemed to adversely affect health, morale, welfare, or good order and discipline on the installation, or inconsistent with the best interest of national security. In accordance with 18 USC 1382, the Installation Commander has the authority to bar individuals from the installation.

The removal of Contractor personnel from the installation shall not relieve the Contractor of the requirement to provide sufficient personnel to perform the services as required by this SOW.

(3) No Contractor personnel or any representative of the Contractor will be admitted to the site of work unless he/she furnishes satisfactory proof of United States citizenship, or, if an alien, residence within the United States is legal.

(4) The Contractor shall ensure the physical security of all Government property furnished for the performance of this contract. This includes the assurance that accountable property inventory in this contract is secured and protected against theft or sabotage or other acts constituting illegal destruction. The Government will not be responsible in any way for damage to the Contractor's. supplies, materials, equipment, and property or to Contractor employees' personal belongings that are damaged or destroyed by fire, theft, accident or other disaster.

(5) The Contractor shall ensure the physical security of all Government property furnished for the performance of this contract. This includes the assurance that accountable property inventory in this contract is secured and protected against theft or sabotage or other acts constituting illegal destruction. The Government will not be responsible in any way for damage to the Contractor's supplies, materials, equipment, and property or to Contractor employees' personal belongings that are damaged or destroyed by fire, theft, accident or other disaster.

SECTION 01 11 00 Page 3 Amendment 0005

(6) Contractor's Badge Requirements.

(7) A Contractor Access to Installation: Access to base requires that Contractor employees voluntarily submit personal data (e.g., name, driver license number, etc.) when applying for a base Identification Card or temporary access pass. This information is routinely used by base Law Enforcement and Security personnel to conduct driver's license and criminal history/background checks. Adverse information revealed by such checks (e.g., outstanding criminal warrants, criminal history indicating a potential risk to base Installation security, or similar negative information indicating a potential security and/or law enforcement risk to base) may result in a denial of access and/or reentry to the Installation. Delays caused by any adverse employee information do not constitute a basis for claim by the Contractor. It is the Contractor's responsibility to assure all personnel scheduled to work on the installation have acceptable backgrounds.

a. Full Legal Name (with suffix if applicable)

b. Driver's License Number and State of Issue, or State Issued ID

c. "A" Number on the Resident Alien Card (must carry card and/or work permit)

d. Badges will be generated at the Security Operations Pass & ID Office located in Building 29A adjacent to the installation main gate at the corner of Valpico and Chrisman road. If personnel are added or changed during the contract performance period, a revised list is to be submitted 3 working days prior to any new employees' arrival for work.

(8) Badges will be issued for the contract performance period not to exceed 179 day increments. A check will be made periodically by Security on the status of these badges. On projects longer than 180 days, the COR will submit a request to Pass and ID and request new badges to ensure contract personnel are vetted semi-annually.

(9) The Prime Contractor will be required to escort suppliers, vendors to the project site. Notification will be given a minimum of 3 working days prior to arrival.

(10)The Prime Contractor will ensure that all access control requirements are adhered to per the DLA Defense Distribution Depot San Joaquin Physical Security Plan. Any questions or concerns will be routed through the COR to the Security Services Branch for clarification.

(11)Any additional requirements from Physical Security and Emergency Installation Management will be addressed during the pre-construction meeting conducted by the COR.

(12)The Contractor's workers and equipment shall be limited to the work area as designated by this contract. In the event the Contractor, his/her employees, or subcontractors fail to adhere to the Installation security provision, the Installation has the authority to deny access to the work site to that employee or subcontractor without an extension of time being granted to the Contractor.

(13)Contractor/Subcontractor - Visitor Badges:

All prime Contractor and subcontractor employees will be required to

SECTION 01 11 00 Page 4 Amendment 0005 sign in to apply for badges at the Security Operations Pass & ID Office at Building 29. Contractors may be required to submit security form DD 3988-2, National Agency Questionnaire (NAQ), for all proposed superintendents and/or foremen at least one (1) week prior to initiation of work and prior to badges being issued. This form may be obtained at the Pass & ID Office. When applying for a badge, Contractor and subcontractor personnel must present a driver's license or another identification card with a photograph, and a copy of the contract. Badges are issued for the contract performance period. A check will be made periodically by Security on the status of these badges.

(14)A minimum of one week prior to entry and initiation of work on San Joaquin Facilities, the Contractor is to submit a list of all prime and subcontractor employees including any other personnel required to perform work on San Joaquin Facilities during the contract performance period. The list is to be submitted to the Contracting Officer's Representative (COR). If personnel are added or changed during the contract performance period, a revised list is to be submitted prior to any new employees' arrival for work at San Joaquin Facilities.

Security may refuse entry to employees not on the employee list.

(15)At a minimum of 48 hours before the delivery of any equipment, materials, or rentals, the Contractor shall submit to the COR the name of the company, address, phone number, and personnel making the delivery.

(16)All expired or unnecessary badges will be returned to the issuing office. The Contractor agrees to pay a replacement fee of $22.00 minimum for each badge not returned.

PART 2 PRODUCTS

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PART 3 EXECUTION

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SECTION 01 14 00

WORK RESTRICTIONS

PART 1 GENERAL

1.1 SUBMITTALS

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

submittals not having a "G" designation are for Contractor Quality Control approval. Submit the following in accordance with Section 01 33 00

SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

List of Contact Personnel; G

1.2 SPECIAL SCHEDULING REQUIREMENTS

a. The temporary visitor control center (temporary badging trailer) and associated parking area must be ready for operation as approved by Contracting Officer before work is started on demolition of the existing main gate area which would interfere with normal operation.

b. Have materials, equipment, and personnel required to perform the work at the site prior to the commencement of the work. Specific items of work to which this requirement applies include:

(1) Coordination with contracting officer for connection of electricity, water, sanitary sewer to the temporary trailer

(2) Use of K barriers from the existing main gate that may be transported and used at the temporary badging trailer parking area.

c. The temporary visitor control center will remain in operation during the entire construction period. The Contractor must conduct his operations so as to cause the least possible interference with normal operations of the activity.

d. Permission to interrupt any Activity roads, railroads, or utility service must be requested in writing a minimum of 15 calendar days prior to the desired date of interruption.

1.3 CONTRACTOR ACCESS AND USE OF PREMISES

1.3.1 Activity Regulations

Ensure that Contractor personnel employed on the Activity become familiar with and obey Activity regulations including safety, fire, traffic and security regulations. Keep within the limits of the work and avenues of ingress and egress. Wear hard hats in designated areas. Do not enter any restricted areas unless required to do so and until cleared for such entry. Mark Contractor equipment for identification.

1.3.1.1 Subcontractors and Personnel Contacts

Provide a list of contact personnel of the Contractor and subcontractors

SECTION 01 14 00 Page 1 including addresses and 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.

1.3.1.2 No Smoking Policy

Smoking 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. 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.

1.3.2 Working Hours

Regular working hours must consist of an period established by the Contracting Officer, between 6 a.m. and 6 p.m., Monday through Friday, excluding Government holidays.

1.3.3 Work Outside Regular Hours

Work outside regular working hours requires Contracting Officer approval.

Make application 15 calendar days prior to such work to allow arrangements to be made by the Government for inspecting the work in progress, giving the specific dates, hours, location, type of work to be performed, contract number and project title. Based on the justification provided, the Contracting Officer may approve work outside regular hours. During periods of darkness, the different parts of the work must be lighted in a manner approved by the Contracting Officer. Make utility cutovers after normal working hours or on Saturdays, Sundays, and Government holidays unless directed otherwise.

1.3.4 Utility Cutovers and Interruptions

a. Make utility cutovers and interruptions after normal working hours or on Saturdays, Sundays, and Government holidays. Conform to procedures required in paragraph WORK OUTSIDE REGULAR HOURS.

b. Ensure that new utility lines are complete, except for the connection, before interrupting existing service.

c. Interruption to water, sanitary sewer, storm sewer, telephone service, electric service, air conditioning, heating, fire alarm, and compressed air are considered utility cutovers pursuant to the paragraph WORK OUTSIDE REGULAR HOURS.

1.4 SECURITY REQUIREMENTS

Contract Clause FAR 52.204-2 Security Requirements and Alternate II apply.

PART 2 PRODUCTS

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PART 3 EXECUTION

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SECTION 01 30 00

ADMINISTRATIVE REQUIREMENTS

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

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

View Location Map; G

Progress and Completion Pictures; G

1.3 VIEW LOCATION MAP

Submit, prior to or with the first digital photograph submittals, a sketch or drawing indicating the required photographic locations. Update as required if the locations are moved.

1.4 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 high 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. 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 Amendment 0005

1.5 MINIMUM INSURANCE REQUIREMENTS

Provide the minimum insurance coverage required by FAR 28.307-2 Liability, during the entire period of performance under this contract. Provide other insurance coverage as required by California State law.

1.6 FIRST TIER CONTRACTOR REQUIREMENTS FOR ASBESTOS CONTAINING MATERIALS

Accomplish all contract requirements of Section 02 82 00 ASBESTOS REMEDIATION, assigned to the Designated Competent Person, directly with a first tier subcontractor.

1.7 SUPERVISION

1.7.1 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.

1.7.2 Superintendent Qualifications

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.

1.7.2.1 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 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.

1.7.3 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 all or part of the work until satisfactory corrective action has been taken. No part of the time lost due to such stop orders is acceptable as the subject of claim for extension of time for excess costs or damages by the Contractor.

1.8 PRECONSTRUCTION CONFERENCE

After award of the contract but prior to commencement of any work at the

SECTION 01 30 00 Page 2 Amendment 0005 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, scheduling programming, prosecution of the work, clear expectations of the "Interim DD Form 1354" Submittal, and the process for joint risk management between the Contractor and Government. Major subcontractors who will engage in the work must also attend. Sample Joint Risk Register attached. Initial Joint Risk Register will be provided at the preconstruction conference.

1.9 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 includes joint risk management, 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.

1.9.1 Formal Partnering

Provide and host the Partnering sessions with key personnel of the Project Team, including Contractor personnel and Government personnel. Pay all costs associated with the Partnering effort including the Facilitator, the meeting room, and other incidental items. In exception, each participant bears their own costs for meals, lodging, and transportation associated with the Partnering sessions.

Before a Partnering session, coordinate with the Facilitator all requirements for incidental items (such as audio-visual equipment, easels, flipchart paper, colored markers, note paper, pens/pencils, colored flash cards), and have these items available at the Partnering session. Provide copies of documents for distribution to all attendees. Provide a Facilitator experienced in conducting Partnering Workshops, and who is acceptable to both the Government and the Contractor. The Facilitator is responsible for leading the team in a timely manner and making sure that issues are identified and resolved. A list of Partnering Facilitators is available from the Contracting Officer.

a. Schedule the Initial Partnering Session for a duration of one day minimum. Locate this session at a place off the construction site, as agreed to by the Contracting Officer and the Contractor. It may take place concurrently with the Pre-Construction Meeting.

b. Schedule follow-on Partnering Session(s) for a maximum of 4 hours.

Schedule them at no more than 3 to six month intervals. Participants are encouraged to utilize electronic means to expedite meetings.

Meetings may be held at a location off-Base, at the project site, or in a Government Facility on Base. Follow-on meetings may be held concurrently with other scheduled meetings. Attendees need only be

SECTION 01 30 00 Page 3 Amendment 0005 those required to resolve current issues. Recommend using the same Facilitator from the Initial Partnering session to achieve best results and for continuity.

1.9.2 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 (typically a conference room provided by the Resident Engineer office or 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.

1.10 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 files, and other similar formats. Within 10 days after contract award, provide the Contracting Officer a single (only one) e-mail address for electronic communications from the Contracting Officer related to this contract including, but not limited to contract documents, invoice information, request for proposals, and other correspondence. The Contracting Officer may also use email to notify the Contractor of base access conditions when emergency conditions warrant, such as hurricanes or terrorist threats. Multiple email addresses are not allowed.

It is the Contractor's responsibility to make timely distribution of all Contracting Officer initiated e-mail with its own organization including field office(s). Promptly notify the Contracting Officer, in writing, of any changes to this email address.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

-- End of Section --

SECTION 01 30 00 Page 4 Amendment 0005

Negligible Marginal Significant Critical Crisis

Certain Low Moderate High High High Very Likely Low Moderate High High High

Likely Low Moderate High High High Unlikely Low Low Moderate Moderate High

Very Unlikely Low Low Low Low High

Likelihood Low % Occurrence High % Occurrence Chance of Occurrence Certain 100% 100% 100%

Very Likely 75% 90% 75% and 90% Likely 50% 75% 50% and 75%

Unlikely 25% 50% 25% and 50% Very Unlikely 10% 25% 10% and 25%

Impact Low Impact High Impact Impact Between Negligible 0.00% 1.00% 0.00% to 1.00% Marginal 1.00% 5.00% 1.00% to 5.00% Significant 5.00% 15.00% 5.00% to 15.00% Critical 15.00% 30.00% 15.00% to 30.00% Crisis 30.00% 100.00% Over 30.00%

Very Unlikely: implies the event has a 10% to 25% chance of occurrence.

Impact or Consequence of Occurrence Any changes to these assumptions will change the assumptions in the models.

Crisis: implies the event has a 30.00% to 100.00% impact to cost or schedule.

If an event is classified as Negligible: implies the event has a 0.00% to 1.00% impact to cost or schedule.

Marginal: implies the event has a 1.00% to 5.00% impact to cost or schedule.

Significant: implies the event has a 5.00% to 15.00% impact to cost or schedule.

Critical: implies the event has a 15.00% to 30.00% impact to cost or schedule.

If an event is classified as Certain: implies the event has a 100% chance of occurrence.

Very Likely: implies the event has a 75% to 90% chance of occurrence.

Likely: implies the event has a 50% to 75% chance of occurrence.

Unlikely: implies the event has a 25% to 50% chance of occurrence.

Impact or Consequences of Occurrence

Likelihood of Occurrence

Risk Matrix

Likelihood of Occurrence Table Any changes to these assumptions will change the assumptions in the models.

Amendment 0005

Likelihood Impact Affected Project Component Risk Status LIKE IMPACT Action Owner(s) APC Area/Option Expected Trend

Open Certain Negligible Field Office Cost Base Increasing Risk Closed Very Likely Marginal USACE District Schedule Base and All Options Decreasing Risk

Likely Significant USACE MSC Cost & Schedule Base and Options 1-n Stable Unlikely Critical USACE HQ Phase 1 Unknown

Very Unlikely Crisis Project Management Phase 2 Contractor Field Staff

Contractor Regional Office Contractor Corporate Office

Stakeholder 1 Subcontractor 1

JOINT

Custom 2

Amendment 0005

Joint Risk Register Template Overall Project Scope

Risk No. Area / Option Risk Status Risk Statement Potential Impacts Mitigation Measures Likelihood* Cost Impact* Cost Risk Level* Schedule Impact* Schedule Risk

Level* Action Owner(s) Affected Component Expected Trend

Template‐1 Base Open Overtopping of Coffer Cells Existing cells are designed for a 50 year event. There is a concern that the cells could be overtopped which would cause flooding of work area. Equipment that could not be removed prior to overtoping could be serverely damaged from water.

Evacuation Plan to remove as much equipment as possible prior to overtopping. X, Y, and Z equipment may have to remain inside the cofferdam. Coordination with river authority to predict crest level to know if removal of equipment is required or if it can be left inside the cofferdam.

Unlikely Critical Moderate Critical Moderate JOINT Cost & Schedule Decreasing Risk

Template‐2 Phase 1 Open Approval of submittals for long lead equipment and materials

Submittals for X, Y, Z require review from multiple SMEs not located at the project site. Submitted schedule indicates 14 day review period vs. contract requirement for 30 days.

Concern that there will be significant schedule impacts if Contractor does not receive A/B/C codes on first submittal.

Contractor to schedule and faciliate a virtual pre‐submittal review meeting between appropriate parties.

Likely Negligible Low Significant High Contractor Field Staff Schedule Increasing Risk

Template‐3 Phase 2 Open Testing and Balancing, and Commissioning require successful delivery of GFCI equipment by XX date

Contractor schedule will slip day‐for‐day if X, Y, Z equipment is not delivered to the site by XX date.

Government PM will work with stakeholder to expedite selection of X and Y equipment, and obtain commitment that Z equipment arrives NLT 5 business days later.

Contractor will present detailed crew flows in next schedule submission in case Government will received phased delivery of X equipment.

Unlikely Marginal Low Significant Moderate USACE District Cost & Schedule Stable

Project ScheduleProject Cost

Negligible Marginal Significant Critical Crisis

Certain Low Moderate High High High Very Likely Low Moderate High High High

Likely Low Moderate High High High Unlikely Low Low Moderate Moderate High

Very Unlikely Low Low Low Low High

Impact or Consequences of Occurrence

Likelihood of Occurrence

Risk Matrix

Page 1 of 1 Amendment 0005

SECTION 01 32 01.00 10

PROJECT SCHEDULE

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.

AACE INTERNATIONAL (AACE)

AACE 29R-03 (2011) Forensic Schedule Analysis

AACE 52R-06 (2006) Time Impact Analysis - As Applied in Construction

U.S. ARMY CORPS OF ENGINEERS (USACE)

ER 1-1-11 (1995) Administration -- Progress, Schedules, and Network Analysis Systems

1.2 SUBMITTALS

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

submittals not having a "G" designation are for Contractor Quality Control approval. Submit the following in accordance with Section 01 33 00

SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Project Scheduler Qualifications; G

Preliminary Project Schedule; G

Initial Project Schedule; G

Periodic Schedule Update; G

1.3 PROJECT SCHEDULER QUALIFICATIONS

Designate an authorized representative to be responsible for the preparation of the schedule and all required updating and production of reports. The authorized representative must have a minimum of 2-years experience scheduling construction projects similar in size and nature to this project with scheduling software that meets the requirements of this specification. Representative must have a comprehensive knowledge of CPM scheduling principles and application.

PART 2 PRODUCTS

2.1 SOFTWARE

The scheduling software utilized to produce and update the schedules

SECTION 01 32 01.00 10 Page 1 required herein must be capable of meeting all requirements of this specification.

2.1.1 Government Default Software

The Government intends to use Primavera P6.

2.1.2 Contractor Software

Scheduling software used by the contractor must be commercially available from the software vendor for purchase with vendor software support agreements available. The software routine used to create the required sdef file must be created and supported by the software manufacturer.

2.1.2.1 Primavera

If Primavera P6 is selected for use, provide the "xer" export file in a version of P6 importable by the Government system.

2.1.2.2 Other Than Primavera

If the contractor chooses software other than Primavera P6, that is compliant with this specification, provide for the Government's use two licenses, two computers, and training for two Government employees in the use of the software. These computers will be stand-alone and not connected to Government network. Computers and licenses will be returned at project completion.

PART 3 EXECUTION

3.1 GENERAL REQUIREMENTS

Prepare for approval a Project Schedule, as specified herein, pursuant to FAR Clause 52.236-15 Schedules for Construction Contracts. Show in the schedule the proposed sequence to perform the work and dates contemplated for starting and completing all schedule activities. The scheduling of the entire project is required. The scheduling of design and construction is the responsibility of the Contractor. Contractor management personnel must actively participate in its development. Designers, Subcontractors and suppliers working on the project must also contribute in developing and maintaining an accurate Project Schedule. Provide a schedule that is a forward planning as well as a project monitoring tool. Use the Critical Path Method (CPM) of network calculation to generate all Project Schedules. Prepare each Project Schedule using the Precedence Diagram Method (PDM).

3.2 BASIS FOR PAYMENT AND COST LOADING

The schedule is the basis for determining contract earnings during each update period and therefore the amount of each progress payment. The aggregate value of all activities coded to a contract CLIN must equal the value of the CLIN.

3.2.1 Activity Cost Loading

Activity cost loading must be reasonable and without front-end loading.

Provide additional documentation to demonstrate reasonableness if requested by the Contracting Officer.

SECTION 01 32 01.00 10 Page 2

3.2.2 Withholdings / Payment Rejection

Failure to meet the requirements of this specification may result in the disapproval of the preliminary, initial or periodic schedule updates and subsequent rejection of payment requests until compliance is met.

In the event that the Contracting Officer directs schedule revisions and those revisions have not been included in subsequent Project Schedule revisions or updates, the Contracting Officer may withhold 10 percent of pay request amount from each payment period until such revisions to the project schedule have been made.

3.3 PROJECT SCHEDULE DETAILED REQUIREMENTS

3.3.1 Level of Detail Required

Develop the Project Schedule to the appropriate level of detail to address major milestones and to allow for satisfactory project planning and execution. Failure to develop the Project Schedule to an appropriate level of detail will result in its disapproval. The Contracting Officer will consider, but is not limited to, the following characteristics and requirements to determine appropriate level of detail:

3.3.2 Activity Durations

Reasonable activity durations are those that allow the progress of ongoing activities to be accurately determined between update periods.

Less than 2 percent of all non-procurement activities may have Original Durations (OD) greater than 20 work days or 30 calendar days.

3.3.3 Procurement Activities

Include activities associated with the critical submittals and their approvals, procurement, fabrication, and delivery of long lead materials, equipment, fabricated assemblies, and supplies. Long lead procurement activities are those with an anticipated procurement sequence of over 90 calendar days.

3.3.4 Mandatory Tasks

Include the following activities/tasks in the initial project schedule and all updates.

a. Submission, review and acceptance of SD-01 Preconstruction Submittals (individual activity for each).

b. Submission, review and acceptance of features require design completion Submission, review and acceptance of design packages.

c. Submission of mechanical/electrical/information systems layout drawings.

d. Long procurement activities

e. Submission and approval of O & M manuals.

f. Submission and approval of as-built drawings.

g. Submission and approval of DD1354 data and installed equipment lists.

SECTION 01 32 01.00 10 Page 3

h. Submission and approval of testing and air balance (TAB).

i. Submission of TAB specialist design review report.

j. Submission and approval of fire protection specialist.

k. Submission and approval of Building Commissioning Plan, test data, and reports: Develop the schedule logic associated with testing and commissioning of mechanical systems to a level of detail consistent with the contract commissioning requirements. All tasks associated with all building testing and commissioning will be completed prior to submission of building commissioning report and subsequent contract completion.

l. Air and water balancing.

m. Building commissioning - Functional Performance Testing.

n. Controls testing plan submission.

o. Controls testing.

p. Performance Verification testing.

q. Other systems testing, if required.

r. Contractor's pre-final inspection.

s. Correction of punch list from Contractor's pre-final inspection.

t. Government's pre-final inspection.

u. Correction of punch list from Government's pre-final inspection.

v. Final inspection.

3.3.5 Government Activities

Show Government and other agency activities that could impact progress.

These activities include, but are not limited to: approvals, acceptance, design reviews, environmental permit approvals by State regulators, inspections, utility tie-in, Government Furnished Equipment (GFE) and Notice to Proceed (NTP) for phasing requirements.

3.3.6 Standard Activity Coding Dictionary

Use the activity coding structure defined in the Standard Data Exchange Format (SDEF) in ER 1-1-11 . This exact structure is mandatory. Develop and assign all Activity Codes to activities as detailed herein. A template SDEF compatible schedule backup file is available on the QCS web site: http://rms.usace.army.mil .

The SDEF format is as follows:

SECTION 01 32 01.00 10 Page 4

Field Activity Code Length Description

1 WRKP 3 Workers per day

2 RESP 4 Responsible party

3 AREA 4 Area of work

4 MODF 6 Modification Number

5 BIDI 6 Bid Item (CLIN)

6 PHAS 2 Phase of work

7 CATW 1 Category of work

8 FOW 20 Feature of work*

*Some systems require that FEATURE OF WORK values be placed in several activity code fields. The notation shown is for Primavera P6. Refer to the specific software guidelines with respect to the FEATURE OF WORK field requirements.

3.3.6.1 Workers Per Day (WRKP)

Assign Workers per Day for all field construction or direct work activities, if directed by the Contracting Officer. Workers per day is based on the average number of workers expected each day to perform a task for the duration of that activity.

3.3.6.2 Responsible Party Coding (RESP)

Assign responsibility code for all activities to the Prime Contractor, Subcontractor(s) or Government agency(ies) responsible for performing the activity.

a. Activities coded with a Government Responsibility code include, but are not limited to: Government approvals, Government design reviews, environmental permit approvals by State regulators, Government Furnished Property/Equipment (GFP) and Notice to Proceed (NTP) for phasing requirements.

b. Activities cannot have more than one Responsibility Code. Examples of acceptable activity code values are: DOR (for the designer of record);

ELEC (for the electrical subcontractor); MECH (for the mechanical subcontractor); and GOVT (for USACE).

3.3.6.3 Area of Work Coding (AREA)

Assign Work Area code to activities based upon the work area in which the activity occurs. Define work areas based on resource constraints or space constraints that would preclude a resource, such as a particular trade or craft work crew from working in more than one work area at a time due to restraints on resources or space. Examples of Work Area Coding include different areas within a floor of a building, different floors within a

SECTION 01 32 01.00 10 Page 5 building, and different buildings within a complex of buildings.

Activities cannot have more than one Work Area Code.

Not all activities are required to be Work Area coded. A lack of Work Area coding indicates the activity is not resource or space constrained.

3.3.6.4 Modification Number (MODF)

Assign a Modification Number Code to any activity or sequence of activities added to the schedule as a result of a Contract Modification, when approved by Contracting Officer. Key all Code values to the Government's modification numbering system. An activity can have only one Modification Number Code.

3.3.6.5 Bid Item Coding (BIDI)

Assign a Bid Item Code to all activities using the Contract Line Item Schedule (CLIN) to which the activity belongs, even when an activity is not cost loaded. An activity can have only one BIDI Code.

3.3.6.6 Phase of Work Coding (PHAS)

Assign Phase of Work Code to all activities. Examples of phase of work are design phase, procurement phase and construction phase. Each activity can have only one Phase of Work code.

a. Code proposed fast track design and construction phases proposed to allow…