Revised_Specifications.pdf

REPAIR PIER 3 - PHASE II & III 2189

MILITARY OCEAN TERMINAL CONCORD (MOTCO) CONCORD, CALIFORNIA

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 00 00 GENERAL REQUIREMENTS

01 11 00 SUMMARY OF WORK

01 14 00 WORK RESTRICTIONS

01 30 00 ADMINISTRATIVE REQUIREMENTS

01 32 01 PROJECT SCHEDULE

01 33 00 SUBMITTAL PROCEDURES

01 35 00 MEC CONSTRUCTION SUPPORT OPERATIONS

01 35 10 DIVING

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00 QUALITY CONTROL

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

01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

01 55 26 TRAFFIC CONTROL

01 57 20 ENVIRONMENTAL PROTECTION

01 57 23 TEMPORARY STORM WATER POLLUTION CONTROL

01 57 25 TURBIDITY MONITORING

01 74 19 CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT

01 78 00 CLOSEOUT SUBMITTALS

DIVISION 02 - EXISTING CONDITIONS

02 41 00 DEMOLITION AND DECONSTRUCTION

DIVISION 03 - CONCRETE

03 01 30.71 CONCRETE REHABILITATION

DIVISION 05 - METALS

05 50 14 STRUCTURAL METAL FABRICATIONS

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

06 13 33 PIER TIMBERWORK AND REPAIR

DIVISION 31 - EARTHWORK

31 00 00 EARTHWORK

31 62 19.13 TIMBER PILE WRAP SYSTEM

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 12 17 PAVEMENT REPAIR

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 1 Amendment 0003

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 00 00

GENERAL REQUIREMENTS

05/17

PART 1 GENERAL

1.1 REFERENCES

1.2 VETERANS EMPLOYMENT EMPHASIS FOR U.S. ARMY CORPS OF ENGINEERS

CONTRACTS

1.3 SCRAP MATERIAL

1.4 WRITTEN GUARANTEES AND GUARANTOR'S LOCAL REPRESENTATIVE

1.5 TEMPORARY ELECTRIC WIRING

1.5.1 Temporary Power and Lighting

1.5.2 Construction Equipment

1.5.3 Circuit Protection

1.6 UTILITIES

1.7 PLANNED UTILITY OUTAGES AND STREET CLOSURES

1.8 EXCAVATION PERMITS

1.9 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER

1.10 COLOR SCHEME FOR CONTRACTOR FACILITIES

PART 2 PRODUCTS

2.1 GOVERNMENT FURNISHED MATERIALS

PART 3 EXECUTION

3.1 AFTER AWARD DOCUMENTS

-- End of Section Table of Contents --

01 00 00 - 1

SECTION 01 00 00

GENERAL REQUIREMENTS

05/17

PART 1 GENERAL

1.1 REFERENCES

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

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

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

TIA 17-3; TIA 17-4; TIA 17-5; TIA 17-6;

TIA 17-7; TIA 17-8; TIA 17-9; TIA 17-10;

TIA 17-11; TIA 17-12; TIA 17-13; TIA

17-14) National Electrical Code

U.S. ARMY CORPS OF ENGINEERS (USACE)

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

ER 415-1-15 (1989) Construction Time Extensions for Weather

1.2 VETERANS EMPLOYMENT EMPHASIS FOR U.S. ARMY CORPS OF ENGINEERS CONTRACTS

In addition to complying with the requirements outlined in FAR Part 22.13, FAR Provision 52.222-38, FAR Clause 52.222-35, FAR Clause 52.222-37, DFARS

222.13 and Department of Labor regulations, U.S. Army Corps of Engineers (USACE) contractors and subcontractors at all tiers are encouraged to promote the training and employment of U.S. veterans while performing under a USACE contract. While no set-aside, evaluation preference, or incentive applies to the solicitation or performance under the resultant contract, USACE contractors are encouraged to seek out highly qualified veterans to perform services under this contract. The following resources are available to assist USACE contractors in their outreach efforts:

Federal Veteran employment information at http://www.fedshirevets.gov/index.aspx

Department of Labor Veterans Employment Assistance http://www.dol.gov/vets/

Department of Veterans Affairs-VOW to Hire Heros Act http://benefits.va.gov/vow/

Army Wounded Warrior Program -http://wtc.army.mil/modules/employers/index.html

U.S. Chamber of Commerce Foundation-Hiring Our Heros http://www.hiringourheroes.org/

Guide to Hiring Veterans - Reference Material

01 00 00 - 2 http://www.whitehouse.gov/sites/default/files/docs/white_house _business_council_-_guide_to_hiring_veterans_0.pdf

1.3 SCRAP MATERIAL

Materials specified to be removed and become the property of the Contractor are designated as scrap, and the Contractor, by signing this contract, hereby acknowledges that he has made due allowance for value, if any, of such scrap in the contract price.

1.4 WRITTEN GUARANTEES AND GUARANTOR'S LOCAL REPRESENTATIVE

Prior to completion of the contract, obtain and furnish to the Contracting Officer's representative written guarantees for all the equipment and/or appliances furnished under the contract. Furnish with each guarantee: The name, address, and telephone number of the guarantor's representative nearest to the location where the equipment and/or appliances are installed, who, upon request of the Using Service's representative, will honor the guarantee during the guaranty period and will provide the services prescribed by the terms of the guarantee.

1.5 TEMPORARY ELECTRIC WIRING

1.5.1 Temporary Power and Lighting

Provide construction power facilities in accordance with the safety requirements of the NFPA 70 and EM 385-1-1. Enforce all the safety requirements of electrical extensions for the work of all subcontractors.

All work must be accomplished by skilled electrical tradesmen in a workmanlike manner, as approved by the Contracting Officer.

1.5.2 Construction Equipment

In addition to the requirements of EM 385-1-1, all temporary wiring conductors installed for operation of construction tools and equipment must be either Type TW or THW contained in metal raceways, or may be multiconductor cord. Temporary wiring must be secured above the ground or floor in a workmanlike manner and must not present an obstacle to persons or equipment. Open wiring may only be used outside of buildings, and then only in strict accordance with the provisions of the National Electrical Code.

1.5.3 Circuit Protection

In addition to the present requirements in EM 385-1-1 and NFPA 70, all 15 and 20-ampere receptacle outlets used for obtaining power during construction must have ground fault circuit interrupters (GFCI) for personnel protection. Block and brick saws must also be equipped with GFCI. The Contracting Officer may allow an exception to this requirement for circuits for concrete vibrators or circuits operating at other than 60 Hertz normal (in both cases an assured grounding program as described in the NFPA 70, except utilizing the daily inspection frequency of the grounding means of such equipment, may be permitted). The assured grounding program will not be permitted as a substitute for usage of GFCI'S except as described above. All generator-powered 15- and 20-ampere, 60 Hertz receptacle outlets must have GFCI'S, and must be properly grounded.

Provide a testing means which will impose a measured fault of 5 milliamperes, plus or minus 1 milliamperes, and result in tripping the GFCI unit.

01 00 00 - 3

1.6 UTILITIES

Immediately notify the Contracting Officer in writing if utilities not shown on the plans and not visible as to the date of this contract are encountered within the construction limits of the entire project, and such utilities will interfere with construction operations, to enable a determination by the Contracting Officer as to the necessity for removal or relocation. If such utilities are removed or relocated as directed by the Contracting Officer, an equitable adjustment in the contract price must be made pursuant to the Contract Clause CHANGES to cover the cost of any additional pertinent work or delay.

1.7 PLANNED UTILITY OUTAGES AND STREET CLOSURES

All utility outages and street closures must be of as short a duration as possible and must be scheduled as far in advance as possible with the Contracting Officer, in no case less than 21 days before the outage or closure. Obtain from the Contracting Officer in writing a statement or schedule giving the permissible times of outages or closures for particular installations and the maximum time allowed for each. Strictly observe such schedules and the contractor will be held responsible for any violations.

1.8 EXCAVATION PERMITS

All excavation permits will be issued to the Contractor from the Directorate of Pulic Works (DPW), through the Contracting Officer. The appropriate form, for this request, may be obtained from the Contracting Officer. Processing time required is 15 calendar days. Questions concerning the excavation permit should be directed to the Contracting Officer.

1.9 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER

a. This provision specifies the procedure for the determination of time extensions for unusually severe weather. In order for the Contracting Officer to award a time extension under this clause, the following conditions must be satisfied:

1. The weather experienced at the project site during the contract period must be found to be unusually severe, that is, more severe than the adverse weather anticipated for the project location during any given month.

2. The unusually severe weather must actually cause a delay to the completion of the project. The delay must be beyond the control and without the fault or negligence of the Contractor.

b. The following schedule of monthly anticipated adverse weather delays is based on National Oceanic and Atmospheric Administration (NOAA) or similar data for the project location and will constitute the base line for monthly weather time evaluations. The Contractor's progress schedule must reflect these anticipated adverse weather delays in all weather dependent activities.

MONTHLY ANTICIPATED ADVERSE WEATHER DELAY

WORK DAYS BASED ON (5) DAY WORK WEEK

CALIFORNIA

01 00 00 - 4

MOTCO INSTALLATION

JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC

(06) (05) (05) (04) (01) (00) (00) (00) (01) (02) (05) (06)

c. Upon execution of the Notice to Proceed (NTP) and continuing throughout the contract, the Contractor will record on the daily CQC report, the occurrence of adverse weather and resultant impact to normally scheduled work. Actual adverse weather delay days must prevent work on critical activities for 50 percent or more of the Contractor's scheduled work day. Refer to ER 415-1-15.

1.10 COLOR SCHEME FOR CONTRACTOR FACILITIES

a. All Contractor storage and operational facilities including temporary structures, signs and fencing, that remain at the site must be compatible with the color scheme used on the project signs as directed by the Contracting Officer.

PART 2 PRODUCTS

2.1 GOVERNMENT FURNISHED MATERIALS

The Government will provide an optical disc at the preconstruction conference that contains the materials specifed in SECTION 01 78 00

CLOSEOUT SUBMITTALS

PART 3 EXECUTION

3.1 AFTER AWARD DOCUMENTS

Provide ten hard copy sets from the CAD contract drawings and specifications. Provide these documents within 5 work days of the NTP.

The hard copy drawings must be ANSI D (22" x 34"), and the specifications must be standard 8-1/2" x 11", 3-hole punched with posts.

-- End of Section --

01 00 00 - 5

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1.1 INTRODUCTION

1.2 REFERENCES

1.3 WORK COVERED BY CONTRACT DOCUMENTS

1.3.1 Project Description

1.3.2 Location

1.4 PROJECT GOALS/OBJECTIVES

1.4.1 Project Goal

1.5 GENERAL REQUIREMENTS

1.5.1 Contractor Responsibility

1.5.2 Direction

1.5.3 Coordination with Other Government Agencies

1.5.3.1 Regulatory Interface

1.5.4 Identification/Change of Critical Contractor Personnel

1.5.4.1 Site Access Badges

1.5.5 Health Risks

1.5.5.1 Safety Requirements

1.5.5.2 Fire Prevention and Protection

1.5.6 Work-Site Maintenance

1.5.6.1 Storage

1.5.7 Requirements Prior to Excavation

1.5.7.1 UXO/MEC Safety Support

1.6 EXISTING WORK

1.7 NOTIFICATION PRIOR TO UTILITY OUTAGE

1.8 LOCATION OF UNDERGROUND FACILITIES

PART 2 PRODUCTS

PART 3 EXECUTION

-- End of Section Table of Contents --

01 11 00 - 1

SECTION 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1.1 INTRODUCTION

Military Ocean Terminal Concord, formerly part of Naval Weapons Station Seal Beach Det Concord (NWSSBDC), is an active military installation located on the southern bank of the Sacramento River in Suisun Bay and approximately 5 miles the north of the City of Concord, in Contra Costa County, California. This installation is subdivided by Port Chicago Hwy into two areas; the 115 acre Inland Area used primarily for administrative purposes and the 6,526 acre Tidal Area where all operational land uses occur. The acreage of the Tidal Area also includes 2,045 acres of offshore islands.

In 2008, MOTCO was subdivided from NWSSBDC and transferred from the Navy to the Army as part of the 2005 Defense Base Realignment and Closure (BRAC) program. The Tidal Area comprises the northern portion of the facility, which supports the receipt of munitions by either truck and/or rail; and then loaded (from three piers along the south bank of the Sacramento River) onto deep draft vessels for onward shipment. The land on the southern portion of the Tidal Area contains multiple transfer and storage pads, which are used for the transfer and/or staging of containerized munitions prior to their shipment. A significant portion of the Tidal Area is made up of wetlands while grassland hills provide a natural backdrop to the South.

As a result of the Base Realignment and Closure Commission's decision to close Oakland Army Base in 1995, the 834th Transportation Battalion moved its operation to this facility in October 1997. As such, this facility became the Department of Army's major ammunition transshipment port for the West Coast. The 834th is the sole operational port manager and maintains command of this installation. In addition to military munitions, the 834th is also responsible for coordinating the movement of Defense Transportation System general cargo through the commercial ports of Oakland, Port Hueneme, Los Angeles/Long Beach, and San Diego, California.

1.2 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

EM 385-1-97 (15 September 2008; Errata Sheet 6-17 May 2013; Change 1-12 April 2013) Explosives Safety and Health Requirements Manual

01 11 00 - 2

1.3 WORK COVERED BY CONTRACT DOCUMENTS

1.3.1 Project Description

The work provides repairs for the existing Pier 3 at Military Ocean Terminal Concord (MOTCO). The work consists of several items including but not limited to the following:

a. Provide a timber-pile protection system.

b. Repair and replacing pier timberwork.

c. Filling cracks and patching potholes in asphalt pavement.

d. Repair cracks, spalls, delaminations on concrete piles, girders, beams and pile caps.

e. Installing metal beam guardrail.

f. Repair and/or replace utility system components.

g. Repair and/or replace fender system hardware.

h. Replace timber sheeting and back filling eroded soil at abutment.

Timber-pile protection system is included in base scope. All other features listed are included as bid options.

1.3.2 Location

The work shall be located at Pier 3, Military Ocean Terminal Concord (MOTCO), Concord, California, as indicated.

1.4 PROJECT GOALS/OBJECTIVES

1.4.1 Project Goal

The goal of this project is to repair the above-water damages and install timber protection systems to Pier 3 identified in the MOTCO Pier 3 Routine Inspection Report, April 2012.

1.5 GENERAL REQUIREMENTS

1.5.1 Contractor Responsibility

In carrying out work under this contract, the Contractor shall provide all labor, supervision, services, materials, tools, equipment, facilities, and vehicles (as necessary) that are incidental to the work efforts described to provide construction services for the execution of the work.

Contractor shall review all Government furnished documents and requirements in the solicitation; accordingly adhere to these requirements; and complete a Government approved Work Plan for the construction of the proposed repairs. These documents shall address the following disciplines and specifications: structural, and environmental, UXO/MEC hazard clearance and response; compliance with permits and Resource Agencies requirements; and any other incidental work in accordance with applicable standards and guidelines. Contractor shall comply with requirements stated in this summary of work; and this Specification.

01 11 00 - 3

Contractor shall accomplish work in accordance with requirements stated on the attached drawings and specifications; DDESB Approval of Explosives Safety Submission (ESS), dated September 27, 2013 with attached Final Explosives Safety Submission Munitions and Explosives of Concern Removal Action, dated August 6, 2013; Publication Number: EM 385-1-97 Title:

Explosives - Safety and Health Requirements Manual; EM 385-1-1 Safety and Health Requirement Manual, dated 30 Nov 2014; OSHA CFR 29 Part 1926-Safety & Health Regulations for Construction; and other applicable Federal, State, and local requirements.

The Contractor shall assure any and all program and/or project-related costing information (regardless of its stage in development) is secured, as directed by the Contracting Officer (KO); and be responsible for safeguarding proprietary, classified, and other sensitive information. The Contractor shall be immediately capable of addressing and interpreting all aspects of construction laws and regulations.

1.5.2 Direction

The Contractor shall accept directions only from the Sacramento District Contracting Officer (KO) or the duly authorized Administrative Contracting Officer (ACO). Any changes to this contract will only be authorized in writing by the Contracting Officer. The Sacramento District ACO for this work will be determined in advance of the award of this work and will be advised prior to commencement of this work. In the event the Contractor receives either direction or criteria considered to be beyond the work described in this contract, the Contractor is directed not to proceed without confirmation from the Contracting Officer. The Contractor shall (in writing) describe both the changes and impact on the effort within five calendar days. The Contractor shall not modify, add, delete, and/or change (in any way) the instructions stated within this Contract without obtaining a modification from the Contacting officer.

1.5.3 Coordination with Other Government Agencies

The Contractor shall coordinate with the ACO and the MOTCO Department of Public Works (DPW) (and/or their designated Project Staff) if interface with other government agencies is required. Coordination with U.S. Coast Guard is required for shipping and any navigation related work.

1.5.3.1 Regulatory Interface

The Contractor shall assist in the application of both general and site specific regulatory requirements that pertain to this project and maintain currency with changing Department of Defense (DOD), federal, state, and local statutes and regulations as follows:

"The Contractor is not an employee of the government and shall not represent the government in an official or unofficial capacity without the express prior written permission from the KO. In the event that an unspecified regulatory representative approaches the Contractor with a stated intent to inspect the activities of the Contractor, the Contractor shall respectfully decline the inspection until the KO is properly notified and a duly appointed representative is present or other direction is issued by the KO. In the event that this is not possible (due to project constraints), the Contractor shall notify (at the earliest time possible following the inspection) the KO, Contracting Officer Representative (ACO), and the MOTCO DPW."

01 11 00 - 4

1.5.4 Identification/Change of Critical Contractor Personnel

The Contractor shall submit an organizational chart displaying key personnel involved in their effort. The Contractor shall immediately notify the ACO of any changes in critical Contractor personnel. The Contractor shall obtain ACO approval of any proposed changes in project personnel (along with the steps taken/proposed) to ensure there are no impacts to either schedule or cost. Prior to signing any contract or initiating any work, the Contractor shall identify all subcontractors and their qualifications to the ACO.

1.5.4.1 Site Access Badges

The Contractor and their subcontractors shall obtain security badges, passes, cards, and/or vehicle decals. The Contractor shall be responsible for presenting all identifiable credentials (i.e. driver's license, Date of Birth, and US Citizenship) and ensure their accuracy (with verification from the Social Security Administration http://www.ssa.gov/employer/ssnv.html, the FBI Criminal Justice Information Services, Identification & Investigative Services Section (304 625-5590), and the Form 1-9 Employment Eligibility Verification (http://www.bcis.gov/graphics/howdoi/fageev.htm). The installation will provide the Contractor with access badges, vehicle passes, and/or entry permits within seven (7) days of written notification of personnel names, citizenship, and state of birth (for American Citizens). The Contractor shall ensure all information remains current and that all security badges or passes are returned to the base POC upon expiration of the badge, completion of the project, and/or when possession of the badge is no longer necessary (e.g., upon removal of contracted personnel from specific projects).

Any Contractor employee unable to obtain a security access badge due to background check or other rationale will not be allowed access to the site.

1.5.5 Health Risks

The Contractor shall immediately report to both the KO and the ACO (either by telephone or e-mail) any issues or incidents, which may indicate potential imminent risk/s to contractor, federal, or local personnel, the public at large, or the environment. A written notification (w/supporting documentation to include photographic documentation (See Specification 01 14 00, Paragraph 1.4.2 for restrictions on photographs and requirements for camera passes) whenever appropriate) shall be prepared and delivered within three (3) working days to the KO. Upon request of the KO (or their ACO), the Contractor shall provide (via facsimile) pertinent raw laboratory data immediately (not to exceed 15 calendar days) and then provide (via standard mail) the final results (w/laboratory quality data) as soon as possible.

1.5.5.1 Safety Requirements

The Contractor shall be responsible for complying with Occupational Safety and Health Administration (OSHA) regulations, National Fire Protection Association (NFPA), and Base Safety office requirements, which includes the health and safety of their employees and personnel on-site; preventing damage to property, materials, supplies, and equipment; avoiding work interruptions. Contractor shall follow requirements stated in Specification Section 01 35 26 Government Safety Requirements. In addition, the

01 11 00 - 5

Contractor shall perform all operations in a prudent, conscientious, safe, and professional manner. Furthermore, the Contractor shall maintain documentation (training records and Health and Safety Plans) on site and available for both workers and/or regulatory review. Finally, the Contractor shall provide (upon request) the KO copies of any OSHA report(s) regarding a project site.

The Contractor shall record and promptly report within 1 hour (by telephone, facsimile, or other direct means) to the KO or ACO, the MOTCO DPW, and to the Military Installation's Safety Office; all available facts relating to each instance of damage to Government property or injury to personnel (either Contractor or Government). In the event of an accident/mishap, the Contractor shall take reasonable and prudent action to establish control of the accident/mishap scene, prevent further damage to persons or property, preserve evidence (until released by the accident/mishap investigative authority through the KO), and immediately report (by dialing (925) 246-3911) the incident to the Installation Fire Department. If the government elects to perform an investigation of the accident/mishap, the Contractor shall cooperate fully through assisting government personnel until the investigation is completed.

While on federal property, the Contractor agrees that his personnel, project related documents, and equipment are subject to safety/security inspections by government personnel.

1.5.5.2 Fire Prevention and Protection

The Contractor and his employees shall comply with the Installation's regulations and the Department of Army's Occupational and Environmental Safety, Fire Prevention and Health Program, as applicable. A copy of these regulations will be made available by the MOTCO DPW at the post-award conference. As required, the Contractor shall coordinate hot work permits (for welding or open flame operations) with the Installation's Fire Department by calling (925) 246-4075.

1.5.6 Work-Site Maintenance

The Contractor is responsible for maintaining safety for all individuals within the vicinity of the work site areas and to prevent the release of any contamination to the environment. The work site shall be well marked and access monitored/controlled to prevent inadvertent entry into all work areas. Work zones and access points shall be established and maintained as the site conditions warrant.

As required, the Contractor shall ensure compliance with any federal, state, and local regulations, QA/QC protocols, and procedures for decontaminating tools, equipment, or other materials. At all times, the Contractor shall keep the work area free from accumulation of waste and non-essential hazardous materials. The work-site shall be maintained to present an orderly appearance and to maximize work efficiency. When not in use, the Contractor shall remove non-essential equipment from the work site. Prior to completion of work, the Contractor shall properly remove any rubbish, tools, equipment, and materials (that are not the property of the government) from the premises. The Contractor shall properly dispose of all investigation derived wastes and construction debris. Upon completing the work, the Contractor shall leave the area clean, neat, orderly, and return the work site(s) to an appropriate condition.

01 11 00 - 6

1.5.6.1 Storage

The MOTCO DPW and their designated staff member/s will arrange for a designated storage site(s) for the Contractor to store their material and equipment. The Contractor shall be responsible for securing and weatherproofing all material/equipment within the site(s). Upon final completion of work or at direction of the KO/ACO, the Contractor shall remove all temporary fences/structures (used to protect materials and equipment) from the installation. The Contractor shall clean all storage areas of all debris and material and if necessary, perform repairs as required to return the site to its pre-existing condition. The Contractor shall be responsible for safeguarding all government property provided for Contractor use. The Contractor shall maintain an inventory of government property, a copy of government property control procedures at the site, and dispose of government property as directed by the ACO. All hazardous materials shall be handled, stored, labeled, and transferred in accordance with OSHA regulations.

1.5.7 Requirements Prior to Excavation

Prior to any excavation within the Munitions Response Site (MRS), the Contractor shall be responsible for the following items:

1.5.7.1 UXO/MEC Safety Support

The Contractor shall follow the Construction Support Procedures as outlined within the Final Explosive Safety Submission "Munitions and Explosives of Concern Removal Action" document for Military Ocean Terminal Concord (MOTCO) dated August 6, 2013, which was prepared by the USACE, Engineering and Support Center, Huntsville and included as an Appendix to this RFP.

Pier 3 is located within the Port Chicago Munitions Response Site (MRS).

Therefore, before any intrusive operation, an UXO/MEC explosive hazard clearance of the construction footprint is required based upon the PA Risk Rating of "moderate" to "high". Specifically, Section 3.3 "Construction Support" shall be followed during construction activities. This support shall be UXO-qualified (per DDESB Technical Paper 18 for definitions) in accordance with the procedures in USACE EM 385-1-97, "Explosives Safety and Health Requirements Manual, dated 15 September 2008. The Contractor shall provide a Government approved MEC Support Work Plan to perform munitions and explosives of concern Construction Support Activities in accordance with above referenced Safety Submission and EM 385-1-97 coordinated with the USACE Designated Ordnance and Explosive Safety Specialist (DOESS), prior to the commencement of any MEC-UXO work. See also Section 01 35 00

MEC CONSTRUCTION SUPPORT OPERATIONS.

The DOESS is:

Mike Wheeler Ordnance and Explosive Safety Specialist 1325 J Street CESPK-SO Sacramento CA, 95814

(916) 557-5369

(916) 307-9048 BB

michael.l.wheeler@usace.army.mil

1.6 EXISTING WORK

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

01 11 00 - 7

a. Do not remove or alter existing work in such a manner as to cause injury or damage to any portions of the existing work which are to remain.

b. Do 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 shall be in a condition equal to or better than that which existed before new work started.

1.7 NOTIFICATION PRIOR TO UTILITY OUTAGE

Notify the Contracting Officer, Safety Office and the DPW at MOTCO at least 21 calendar days prior to starting work that requires any utility outage.

Work shall be scheduled to hold utility outages to a minimum.

1.8 LOCATION OF UNDERGROUND FACILITIES

Contact the Contracting Officer 15 calendar days in advance to obtain information on utility locations at the site.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

-- End of Section --

01 11 00 - 8

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 14 00

WORK RESTRICTIONS

PART 1 GENERAL

1.1 SPECIAL SCHEDULING REQUIREMENTS

1.2 CONTRACTOR ACCESS AND USE OF PREMISES

1.2.1 Activity Regulations

1.2.1.1 Subcontractors and Personnel Contacts

1.2.1.2 Identification Badges and Installation Access

1.2.1.3 No Smoking Policy

1.2.2 Working Hours

1.2.3 Work Outside Regular Hours

1.3 SUBMITTALS

1.4 SECURITY REQUIREMENTS

1.4.1 Employment Restrictions

1.4.1.1 Personnel List

1.5 OTHER REQUIREMENTS

1.5.1 Vehicle Searches

1.5.2 Photographs

1.5.3 Personnel Restrictions

1.6 WORK SUSPENSION

PART 2 PRODUCTS

PART 3 EXECUTION

-- End of Section Table of Contents --

01 14 00 - 1

SECTION 01 14 00

WORK RESTRICTIONS

PART 1 GENERAL

1.1 SPECIAL SCHEDULING REQUIREMENTS

a. Pier 3 will be in operation during the entire construction period. The Contractor shall conduct his operations so as to cause the least possible interference with other normal operations of the activity.

Contractor can perform work on the pier while a ship is at port conducting a mission, however this must be coordinated with the installation. The Installation will give mission notice updates at the weekly coordination meeting.. Refer to Paragraph 1.6 of this section.

b. Permission to interrupt any Activity roads, railroads, and/or utility service shall be requested in writing a minimum of 21 calendar days prior to the desired date of interruption.

c. Topside workers shall schedule with divers to ensure topside work is not conducted while divers are engaged in activities directly below or in the immediate vicinity where such work could be a hazard to the divers or the dive team.

1.2 CONTRACTOR ACCESS AND USE OF PREMISES

1.2.1 Activity Regulations

1.2.1.1 Subcontractors and Personnel Contacts

Furnish a list of contact personnel of the Contractor and subcontractors 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.

1.2.1.2 Identification Badges and Installation Access

Application for and use of badges will be as directed.

1.2.1.3 No Smoking Policy

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. MOTCO DPW will identify designated smoking areas.

1.2.2 Working Hours

Regular working hours are confined to daylight hours between 06:00 a.m. and 05:00 p.m., Monday through Friday, excluding federal holidays. Actual work hours shall be determined by the Contractor, with approval of the Contracting Officer.

01 14 00 - 2

1.2.3 Work Outside Regular Hours

a. 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.

b. Contractor may be allowed to work longer hours and more than five days per week subject to Contracting Officer's approval.

1.3 SUBMITTALS

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

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

SD-01 Preconstruction Submittals

List of Contact Personnel

Personnel List

1.4 SECURITY REQUIREMENTS

1.4.1 Employment Restrictions

MOTCO is designated as a restricted area in accordance with Army Regulation 190-13, "The Army Physical Security Program" (AR 190-13). As required by paragraph 6-2 of AR 190-13, as well as Homeland Security Presidential Directive (HSPD)-12, Directive-Type Memorandum 09-012, and Army Execution Order (EXORD) 033-15, the MOTCO Installation Commander has restricted MOTCO access to U.S. citizens conducting official business at MOTCO.

Consequently any employee or invitee of the Contractor and any employee or invitee of each subcontractor who is not a United States citizen, including lawful permanent residents, shall be denied access to the MOTCO installation.

1.4.1.1 Personnel List

Submit for approval, at least 15 days prior to the desired date of entry, an original alphabetical list of personnel who require entry into Government property to perform work on the project. Furnish for each person:

a. Name

b. Date and place of birth

c. Citizenship

d. Home address

e. Social security number

f. Naturalization number

01 14 00 - 3

g. Passport number, place of issue, and expiration date

The request for personnel passes shall be accompanied with the following certification:

"I hereby certify that all personnel on this list are either 1) born U.S.

citizens or 2) naturalized U.S. citizens with the naturalization number shown."

Signature/Firm Name

1.5 OTHER REQUIREMENTS

The Contract Clause entitled "Identification of Employees" and the following apply:

1.5.1 Vehicle Searches

All contractor's vehicles including privately-owned employee's vehicles and construction vehicles will be subject to search by the Facility Security.

Large delivery or construction vehicles are subject to additional inspection.

1.5.2 Photographs

Photographs are prohibited in and around the Facility unless a written request containing specific justification and details is approved by the security officer via the Contracting Officer. Ten (10) days' advance notice is required to obtain a camera pass.

1.5.3 Personnel Restrictions

Due to sensitivity of Facility operations, the following apply:

a. Restrict personnel to the designated work site.

b. Contractor's movements within the MOTCO will be restricted.

Contractor personnel will be escorted to and from designated work areas. Contractor personnel shall not be permitted outside of designated work areas without being escorted by authorized personnel.

1.6 WORK SUSPENSION

The work and contractor's activity on site may be suspended upon notice by the Contracting Officer given to the Contractor. Suspensions may be the result of Environmental Protection Requirements and MEC clearance activities, and advance warning may not be given.

PART 2 PRODUCTS

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PART 3 EXECUTION

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-- End of Section --

01 14 00 - 4

01 14 00 - 5

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 30 00

ADMINISTRATIVE REQUIREMENTS

PART 1 GENERAL

1.1 MINIMUM INSURANCE REQUIREMENTS

1.2 SUPERVISION

1.3 PARTNERING

1.3.1 Informal Partnering

1.4 ELECTRONIC MAIL (E-MAIL) ADDRESS

PART 2 PRODUCTS

PART 3 EXECUTION

-- End of Section Table of Contents --

01 30 00 - 1

SECTION 01 30 00

ADMINISTRATIVE REQUIREMENTS

PART 1 GENERAL

1.1 MINIMUM INSURANCE REQUIREMENTS

Procure and maintain during the entire period of performance under this contract the following minimum insurance coverage:

a. Comprehensive general liability: $500,000 per occurrence

b. Automobile liability: $200,000 per person, $500,000 per occurrence for bodily injury, $20,000 per occurrence for property damage

c. Workmen's compensation as required by Federal and State workers' compensation and occupational disease laws.

d. Employer's liability coverage of $100,000, except in States where workers compensation may not be written by private carriers,

e. Others as required by California law.

1.2 SUPERVISION

Have at least one qualified supervisor capable of reading, writing, and conversing fluently in the English language on the job site during working hours. In addition, if a Quality Control (QC) representative is required on the contract, then that individual shall also have fluent English communication skills.

1.3 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. 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.

1.3.1 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 (typically a conference room provided by the Contractor).

01 30 00 - 2

The Partners will determine the frequency of the follow-on sessions.

1.4 ELECTRONIC MAIL (E-MAIL) ADDRESS

The Contractor shall establish and maintain electronic mail (e-mail) capability along with the capability to open various electronic attachments in Microsoft, Adobe Acrobat, and other similar formats. Within 10 days after contract award, the Contractor shall 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 e-mail to notify the Contractor of base access conditions when emergency conditions warrant, such as hurricanes, terrorist threats, etc. Multiple e-mail addresses will not be 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). The Contractor shall promptly notify the Contracting Officer, in writing, of any changes to this e-mail address.

PART 2 PRODUCTS

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PART 3 EXECUTION

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-- End of Section --

01 30 00 - 3

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 32 01

PROJECT SCHEDULE

02/15

PART 1 GENERAL

1.1 REFERENCES

1.2 SUBMITTALS

1.3 PROJECT SCHEDULER QUALIFICATIONS

PART 2 PRODUCTS

2.1 SOFTWARE

2.1.1 Government Default Software

2.1.2 Contractor Software

2.1.2.1 Primavera

2.1.2.2 Other Than Primavera

PART 3 EXECUTION

3.1 GENERAL REQUIREMENTS

3.1.1 Schedule Status Reports

3.1.2 Default Terms

3.2 BASIS FOR PAYMENT AND COST LOADING

3.2.1 Activity Cost Loading

3.2.2 Withholdings / Payment Rejection

3.3 PROJECT SCHEDULE DETAILED REQUIREMENTS

3.3.1 Level of Detail Required

3.3.2 Activity Durations

3.3.3 Procurement Activities

3.3.4 Mandatory Tasks

3.3.5 Government Activities

3.3.6 Standard Activity Coding Dictionary

3.3.6.1 Workers Per Day (WRKP)

3.3.6.2 Responsible Party Coding (RESP)

3.3.6.3 Area of Work Coding (AREA)

3.3.6.4 Modification Number (MODF)

3.3.6.5 Bid Item Coding (BIDI)

3.3.6.6 Phase of Work Coding (PHAS)

3.3.6.7 Category of Work Coding (CATW)

3.3.6.8 Feature of Work Coding (FOW)

3.3.7 Contract Milestones and Constraints

3.3.7.1 Project Start Date Milestone and Constraint

3.3.7.2 End Project Finish Milestone and Constraint

3.3.7.3 Interim Completion Dates and Constraints

3.3.7.3.1 Start Phase

3.3.7.3.2 End Phase

3.3.8 Calendars

3.3.9 Open Ended Logic

3.3.10 Default Progress Data Disallowed

01 32 01 - 1

3.3.11 Out-of-Sequence Progress

3.3.12 Added and Deleted Activities

3.3.13 Original Durations

3.3.14 Leads, Lags, and Start to Finish Relationships

3.3.15 Retained Logic

3.3.16 Percent Complete

3.3.17 Remaining Duration

3.3.18 Cost Loading of Closeout Activities

3.3.18.1 As-Built Drawings

3.3.19 Anticipated Adverse Weather

3.3.20 Early Completion Schedule and the Right to Finish Early

3.4 PROJECT SCHEDULE SUBMISSIONS

3.4.1 Preliminary Project Schedule Submission

3.4.2 Initial Project Schedule Submission

3.4.3 Periodic Schedule Updates

3.5 SUBMISSION REQUIREMENTS

3.5.1 Data CD/DVDs

3.5.2 Narrative Report

3.5.3 Schedule Reports

3.5.3.1 Activity Report

3.5.3.2 Logic Report

3.5.3.3 Total Float Report

3.5.3.4 Earnings Report by CLIN

3.5.3.5 Schedule Log

3.5.4 Network Diagram

3.5.4.1 Continuous Flow

3.5.4.2 Project Milestone Dates

3.5.4.3 Critical Path

3.5.4.4 Banding

3.5.4.5 Cash Flow / Schedule Variance Control (SVC) Diagram

3.6 PERIODIC SCHEDULE UPDATE

3.6.1 Periodic Schedule Update Meetings

3.6.2 Update Submission Following Progress Meeting

3.7 WEEKLY PROGRESS MEETINGS

3.8 REQUESTS FOR TIME EXTENSIONS

3.8.1 Justification of Delay

3.8.2 Submission Requirements

3.8.3 Time Impact Analysis (Prospective Analysis)

3.8.4 Forensic Schedule Analysis (Retrospective Analysis)

3.8.5 Fragmentary Network (Fragnet)

3.8.6 Time Extension

3.8.7 Impact to Early Completion Schedule

3.9 FAILURE TO ACHIEVE PROGRESS

3.9.1 Artificially Improving Progress

3.9.2 Failure to Perform

3.9.3 Recovery Schedule

3.10 OWNERSHIP OF FLOAT

3.11 TRANSFER OF SCHEDULE DATA INTO RMS/QCS

3.12 PRIMAVERA P6 MANDATORY REQUIREMENTS

-- End of Section Table of Contents --

01 32 01 - 2

SECTION 01 32 01

PROJECT SCHEDULE

02/15

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.

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 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

Project Scheduler Qualifications; G Bar Chart Schedule Project Schedule; G Preliminary Project Schedule; G Initial Project Schedule; G data CD/DVDs Periodic Schedule Update; G Justification of Delay; G Time Impact Analysis; G Forensic Schedule Analysis; G Schedule Status Report; 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.

01 32 01 - 3

PART 2 PRODUCTS

2.1 SOFTWARE

The scheduling software utilized to produce and update the schedules 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, SCHEDULE 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 construction is the responsibility of the Contractor. Contractor management personnel must actively participate in its development. 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).

3.1.1 Schedule Status Reports

Provide a Schedule Status Report on at least a monthly basis. If, in the opinion of the Contracting Officer, the Contractor falls behind the approved schedule, take steps necessary to improve its progress including those that may be required by the Contracting Officer, without additional cost to the Government. In this circumstance, the Contracting Officer may require the Contractor to increase the number of shifts, overtime

01 32 01 - 4 operations, days of work, and/or the amount of construction plant, and to submit for approval any supplementary schedule or schedules as the Contracting Officer deems necessary to demonstrate how the approved rate of progress will be regained.

3.1.2 Default Terms

Failure of the Contractor to comply with the requirements of the Contracting Officer must be grounds for a determination, by the Contracting Officer, that the Contractor is not prosecuting the work with sufficient diligence to ensure completion within the time specified in the contract.

Upon making this determination, the Contracting Officer may terminate the Contractor's right to proceed with the work, or any separable part of it, in accordance with the default terms of the contract.

3.2 BASIS FOR PAYMENT AND COST LOADING

The approved Project 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.

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 shall have Original Durations (OD) greater than 20 work days or 30 calendar days.

01 32 01 - 5

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…