Specifications_31Dec14.pdf

U.S. Army Corps of Engineers

Sacramento District

REPAIR PIER 3

MILITARY OCEAN TERMINAL CONCORD

(MOTCO)

CONCORD, CALIFORNIA

SPECIFICATION NO. 1991

100% SUBMITTAL

REVISION NO. 1

August 12, 2014

Submitted By

2185 N. California Blvd., Suite 500

Walnut Creek, CA 94596 in association with

UNITEK ENVIRONMENTAL GUAM

M&N 6873-06

REPAIR PIER 3 - PHASE I SPECIFICATION NO. 1991

MOTCO CONCORD, CALIFORNIA 100% SUBMITTAL REV 1

PROJECT TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

00 41 00 BID SCHEDULES

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 SUMMARY OF WORK

01 14 00 WORK RESTRICTIONS

01 22 00.00 10 MEASUREMENT AND PAYMENT

01 30 00 ADMINISTRATIVE REQUIREMENTS

01 32 01.00 10 PROJECT SCHEDULE

01 33 00 CONSTRUCTION SUBMITTAL PROCEDURES

01 35 10.00 28 DIVING

01 35 20 MEC CLEARANCE OPERATIONS

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00.00 10 QUALITY CONTROL

01 45 00.10 41 QUALITY CONTROL SYSTEM (QCS)

01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

01 55 26 TRAFFIC CONTROL

01 57 20.00 10 ENVIRONMENTAL PROTECTION

01 57 25 TURBIDITY MONITORING

01 74 19 CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT

01 78 00 CLOSEOUT SUBMITTALS

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

06 13 33 PIER TIMBERWORK AND REPAIR

DIVISION 31 - EARTHWORK

31 62 19.13 TIMBER PILE WRAP SYSTEM

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 1

REPAIR PIER 3 – Phase I SPECIFICATION NO.1991

TABLE OF CONTENTS

TABLE OF CONTENTS Page 2

ATTACHMENTS

A. RESERVED for Permits.

B. Reserved for Environmental Documentation. (Final EIS, ROD, and BA/BO)

C. Explosives Safety Submission (ESS) Munitions and Explosives of Concern Removal Action, Military Ocean Terminal Concord (MOTCO). Port Chicago

Terrestrial Explosion Area MRS, Port Chicago Water Explosion Area MRS

Removal Action/Construction Support, August 6, 2013.

D. Memorandum for Director, Defense Ammunition Center DDESB Approval of

Explosives Safety Submission (ESS), Munitions and Explosives of Concern

(MEC), Military Ocean Terminal Concord (MOTCO), Concord, CA, located at the Former Naval Weapons Station, Concord, CA, October 2009.

E. Munitions and Explosives of Concern (MEC) Support during Hazardous

Toxic, and Radioactive Waste (HTRW) and Construction Activities U.S.

Army Corps of Engineers, Engineering Pamphlet EP 75-1-2 dated 01 August

2004.

F. MOTCO Pier 3, Routine Inspection Report, Facility Number: 00101

Military Ocean Terminal, Concord, California WFI-MCO-12-00101, April

2012.

G. MOTCO Pier 3, Special Inspection Report, Facility Number: 00101

Military Ocean Terminal Concord, California WFI-MCO-SIR-00101, April

2013.

H. SAIE-EOSH Memorandum dated September 16, 2013 for Minimum Separation

Distances from Underwater Detonations.

-- End of Table of Contents --

SECTION TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

SECTION 00 41 00

BID SCHEDULES

PART 1 GENERAL

1.1 BASIS OF BIDS

1.1.1 Unit Price Schedule

-- End of Section Table of Contents --

DOCUMENT 00 41 00 Page 1

SECTION 00 41 00

BID SCHEDULES

PART 1 GENERAL

1.1 BASIS OF BIDS

1.1.1 Unit Price Schedule

This contract will be awarded as one lump sum with unit prices required for specifically selected work.

Unit Prices Form

BASE BID

Item Description Estimated Unit Quantity Unit Price Amount

1. Mobilization and 1 Job LS XXX $______ Demobilization

2. MEC Support 1 Job LS XXX $______

3. Pile Wrapping in the 23,803 LF ______ $______ Main Platform Area

4. Work Suspension - Move-out 2 Each ______ $______

5. Work Suspension - Stand-by 7 Day ______ $______

6. Work Suspension - Environmental 8 Hour ______ $______

7. MEC Removal Action 5 Each ______ $______

BASE BID TOTAL $

(Total amount of summation for Bid Items 1 through 7)

OPTION BID

Item Description Estimated Unit Quantity Unit Price Amount Option 1. Pile Wrapping in the 2,249 LF ______ $______ Walkway Area

(i) Any bid price for items indicated above which are imbalanced as to price may be rejected as non-responsive. An unbalanced bid is one which is based on price significantly less than cost for some work and price which is significantly overstated for other work.

(ii) In the event there is a difference between a unit price and the extended total, the unit price will be held to be the intended bid. If the bidder shows only the total price but fails to enter a unit price, the total divided by the estimated quantity will be held to be the intended unit price.

DOCUMENT 00 41 00 Page 2

Unit Prices Form

(iii) Option may be exercised at the time of award or within 180 days after award. No provision is made for economic price adjustment.

-- End of Document --

DOCUMENT 00 41 00 Page 3

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 PROJECT ENVIRONMENTAL GOALS

1.7 EXISTING WORK

1.8 NOTIFICATION PRIOR TO UTILITY OUTAGE

1.9 LOCATION OF UNDERGROUND FACILITIES

PART 2 PRODUCTS

PART 3 EXECUTION

SECTION 01 11 00 Page 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 (2008; Errata 1-2010; Changes 1-3 2010;

Changes 4-6 2011; Change 7 2012) 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

SECTION 01 11 00 Page 2

1.3 WORK COVERED BY CONTRACT DOCUMENTS

1.3.1 Project Description

The work provides pile wrap repairs for the existing Pier 3 at Military Ocean Terminal Concord (MOTCO). The work consists of providing a timber pile protection system.

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 Pier 3. The repairs consists of installing timber pile protection system to critical timber piles.

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.

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 15 September 2008; 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

SECTION 01 11 00 Page 3

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 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."

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), SECTION 01 11 00 Page 4 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 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 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

SECTION 01 11 00 Page 5 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.

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:

SECTION 01 11 00 Page 6

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. Pier 3 is located within the Port Chicago Water Explosion Area 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:

The DOESS is:

Terry D. Gleason Ordnance and Explosive Safety Specialist 1325 J Street CESPK-SO Sacramento CA, 95814

(916) 557-6814

(916) 541-7944 BB

terry.d.gleason@usace.army.mil

1.6 PROJECT ENVIRONMENTAL GOALS

Contractor shall distribute copies of the Environmental Goals to each subcontractor and the Contracting Officer. The overall goal is to construct the project that meets the functional program needs and incorporates the principles of sustainability. Specifically:

a. Preserve and restore the site ecosystem and biodiversity; avoid site degradation and erosion. Minimize offsite environmental impact.

b. Use the minimum amount of energy, water, and materials feasible.

Select energy and water efficient equipment and strategies.

c. Use environmentally preferable products and decrease toxicity level of materials used.

d. Use renewable energy and material resources.

e. Optimize operational performance (through commissioning efforts) in order to ensure energy efficient equipment operates as intended.

f. Manage construction site and storage of materials to ensure no negative impact on the environmental quality of the site.

g. Reduce construction waste through reuse, recycling, and supplier take-back.

SECTION 01 11 00 Page 7

1.7 EXISTING WORK

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

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.

1.8 NOTIFICATION PRIOR TO UTILITY OUTAGE

Notify the Contracting Officer, Safety Office and the DPW at MOTCO at least 15 calendar days prior to starting work that requires any utility outage.

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

1.9 LOCATION OF UNDERGROUND FACILITIES

Contact Peter Biermeyer, C.E.M. Resource Efficiency Manager at MOTCO, (925) 246-4179, and 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 --

SECTION 01 11 00 Page 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 SUBMITTALS

1.3 CONTRACTOR ACCESS AND USE OF PREMISES

1.3.1 Activity Regulations

1.3.1.1 Subcontractors and Personnel Contacts

1.3.1.2 Identification Badges and Installation Access

1.3.1.3 Employee List

1.3.1.4 No Smoking Policy

1.3.2 Working Hours

1.3.3 Work Outside Regular Hours

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

SECTION 01 14 00 Page 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 cannot perform work on the pier while a ship is at port conducting a mission. Refer to Paragraph 1.5 of this section.

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

1.2 SUBMITTALS

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

submittals not having a "G" designation are for information only. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

Government acceptance is required for submittals with a "G" designation.

SD-01 Preconstruction Submittals

Personnel List; G list of contact personnel; G

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. The Contractor's equipment shall be conspicuously marked for identification.

1.3.1.1 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.

1.3.1.2 Identification Badges and Installation Access

Application for and use of badges will be as directed.

SECTION 01 14 00 Page 2

1.3.1.3 Employee List

The Contractor shall provide to the Contracting officer, in writing, the names of employees and subcontractor's employees prior to commencement of work who will work and will require identification badges and installation access under this contract.

1.3.1.4 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.

1.3.2 Working Hours

Regular working hours shall consist of an 8 1/2 hour period established by the Contracting Officer Monday through Friday.

1.3.3 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.

1.4 SECURITY REQUIREMENTS

1.4.1 Employment Restrictions

The Contractor shall not employ any person, for any work required by this contract, who: (1)is a non-immigrant as described in section 101(a)(15)(H)(ii) of the Immigration and Nationality Act (8 U.S.C.

1101(a)(15)(H)(ii), (2)is an alien having a residence in a foreign country which he has no intention of abandoning and who is coming to the United States to perform temporary services or labor.

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

SECTION 01 14 00 Page 3

f. Naturalization or Alien Registration number

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 born U.S.

citizens, naturalized U.S. citizens with the naturalization number shown, or legal aliens with the alien registration number indicated."

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.

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. Four (4) days' advance notice is required to obtain a photo permit.

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. Normally such suspensions are the result of scheduled mission requirements and are known well in advance. The Contractor is advised to communicate with MOTCO DPW in order to plan ahead for such suspensions. Refer to Specifications Section 01 22 00.00 10 Measurement and Payment for Contractor's compensation resulting from Work Suspension.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

SECTION 01 14 00 Page 4

SECTION 01 14 00 Page 5

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 22 00.00 10

MEASUREMENT AND PAYMENT

PART 1 GENERAL

1.1 LUMP SUM PAYMENT ITEMS

1.1.1 Mobilization and Demobilization

1.1.1.1 Payment

1.1.1.2 Unit of Measure

1.1.2 MEC Support

1.1.2.1 Payment

1.1.2.2 Unit of Measure

1.2 UNIT PRICE PAYMENT ITEMS

1.2.1 Pile Wrapping in the Main Platform Area

1.2.1.1 Payment

1.2.1.2 Measurement

1.2.1.3 Unit of Measure

1.2.2 Pile Wrapping in the Walkway Area

1.2.2.1 Payment

1.2.2.2 Measurement

1.2.2.3 Unit of Measure

1.2.3 Work Suspension - Move-out

1.2.3.1 Payment

1.2.3.2 Measurement

1.2.3.3 Unit of Measure

1.2.4 Work Suspension - Stand-by

1.2.4.1 Payment

1.2.4.2 Measurement

1.2.4.3 Unit of Measure

1.2.5 Work Suspension - Environmental

1.2.5.1 Payment

1.2.5.2 Measurement

1.2.5.3 Unit of Measure

1.2.6 MEC Removal Action

1.2.6.1 Payment

1.2.6.2 Measurement

1.2.6.3 Unit of Measure

PART 2 PRODUCTS

PART 3 EXECUTION

SECTION 01 22 00.00 10 Page 1

Section 01 22 00.00 10 Page 1

SECTION 01 22 00.00 10

MEASUREMENT AND PAYMENT

PART 1 GENERAL

1.1 LUMP SUM PAYMENT ITEMS

Payment items for the work of this contract for which contract lump sum payments will be made are listed in the BIDDING SCHEDULE and described below. All costs for items of work, which are not specifically mentioned to be included in a particular lump sum or unit price payment item, shall be included in the listed lump sum item most closely associated with the work involved. The lump sum price and payment made for each item listed shall constitute full compensation for furnishing all plant, labor, materials, and equipment, and performing any associated Contractor quality control, environmental protection, meeting safety requirements, tests and reports, and for performing all work required for which separate payment is not otherwise provided.

1.1.1 Mobilization and Demobilization

1.1.1.1 Payment

Payment will be made for costs associated with mobilization and demobilization, as defined in Special Clause PAYMENT FOR MOBILIZATION AND

DEMOBILIZATION.

1.1.1.2 Unit of Measure

Unit of measure: Lump Sum

1.1.2 MEC Support

1.1.2.1 Payment

Payment will be made for cost associated with all required work for MEC Support in the main platform and walkway pile wrap areas to discover and investigate anomalies and identify as MEC. MEC removal and disposal shall be paid under a separate unit price bid item.

1.1.2.2 Unit of Measure

Unit of Measure: Lump Sum

1.2 UNIT PRICE PAYMENT ITEMS

Payment items for the work of this contract on which the contract unit price payments will be made are listed in the BIDDING SCHEDULE and described below. The unit price and payment made for each item listed shall constitute full compensation for furnishing all plant, labor, materials, and equipment, and performing any associated Contractor quality control, environmental protection, meeting safety requirements, tests and reports, and for performing all work required for each of the unit price items.

Section 01 22 00.00 10 Page 2

1.2.1 Pile Wrapping in the Main Platform Area

1.2.1.1 Payment

Payment will be made for cost associated with providing a pile wrap system on all the timber piles within the pile wrap area for the main platform.

1.2.1.2 Measurement

The Pile Wrapping in the Main Platform Area shall be measured by the number of linear feet of installed pile wrap measured along the axis of the pile from the top to bottom of the outer jacket.

1.2.1.3 Unit of Measure

Unit of Measure: Linear Foot

1.2.2 Pile Wrapping in the Walkway Area

1.2.2.1 Payment

Payment will be made for cost associated with providing a pile wrap system on all the timber piles within the pile wrap area for the walkway.

1.2.2.2 Measurement

The pile wrapping in the Walkway Area shall be measured by the number of linear feet of installed pile wrap measured along the axis of the pile from the top to bottom of the outer jacket.

1.2.2.3 Unit of Measure

Unit of Measure: Linear Foot

1.2.3 Move-out Demobilization and Remobilization

1.2.3.1 Payment

Payment will be made for cost associated with a longer suspension in construction activity wherein Contractor's personnel and equipment are required to move off the Pier on account of MOTCO mission requirements.

The Contractor will be notified at least fifteen (15) calendar days prior to the suspension date, and will be given an estimate of the number of days for the length of the suspension. The Contractor will not have access to the Pier or the Lot E staging area for the duration of the suspension. The estimate is 2 events.

1.2.3.2 Measurement

The Work Suspension - Move-out shall be measured by the number of events ordered by the Government for construction work suspension - move-out.

1.2.3.3 Unit of Measure

Unit of measure: Each Event

Section 01 22 00.00 10 Page 3

1.2.4 Work Suspension - Move-out Other Costs

1.2.4.1 Payment

In the event that the Contractor is requested/required to stand down during a scheduled mission, the Contractor is requested to prepare a cost/per day of moving out from all construction activities in an effort to vacate the worksite. The estimate is 25 days.

1.2.4.2 Measurement

The Work Suspension Move-out Other Costs not associated with Demobilization and Remobilization shall be measured by the number of days of the work suspension.

1.2.4.3 Unit of Measure

Unit of Measure: Each Day

1.2.5 Stand-by Demobilization and Remobilization

1.2.5.1 Payment

Payment will be made for cost associated with a shorter suspension in construction activity wherein contractor's personnel and equipment are required to move off the Pier on account of MOTCO mission requirements. The estimated number of stand-by Demobilization and remobilization events is 2 events. There may be no advance notification available to the Contractor for this stand-by suspension, but the Contractor shall have access to the Lot E staging area during the suspension. The estimate is 2 events.

1.2.5.2 Measurement

The Work Suspension - Stand-by shall be measured by the number of events ordered by the Government for the construction activity Suspension - Stand-by.

1.2.5.3 Unit of Measure

Unit of Measure: Event

1.2.6 Work Suspension – Stand-by Other Costs

1.2.6.1 Payment

In the event that the Contractor is requested/required to stand down during a non-scheduled mission, the Contractor is requested to prepare a cost/per day of standing down from all construction activities in an effort to vacate the worksite. The estimate is 15 days.

1.2.6.2 Measurement

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The Work Suspension Stand-by Other Costs not associated with Demobilization and Remobilization shall be measured by the number of days of the work suspension.

1.2.6.3 Unit of Measure

Unit of Measure: Each Day

1.2.5 Work Suspension - Environmental

1.2.5.1 Payment

Payment will be made for cost associated with brief suspensions of in-water activity wherein Contractor is required to stop work resulting from the presence of sensitive species and Biological Monitor order. The suspension of in-water activity is estimated to be eight (8) hours. There will be no advance notification available to the Contractor for this environmental suspension, but Contractor's personnel and equipment may remain on the Pier until the Biological Monitor terminates the order.

1.2.5.2 Measurement

The Work Suspension - Environmental shall be measured by number of full (or partial) hours ordered by the Government for in-water activity Suspension- Environmental.

1.2.5.3 Unit of Measure

Unit of Measure: Hour

1.2.6 MEC Removal Action

1.2.6.1 Payment

Payment will be made for cost associated with removal and disposal of MEC discovered as a result of Contractor's search.

1.2.6.2 Measurement

The MEC Removal Action shall be measured by the number of discrete removal actions.

1.2.6.3 Unit of Measure

Unit of Measure: Each

PART 2 PRODUCTS

PART 3 EXECUTION

Section 01 22 00.00 10 Page 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

SECTION 01 30 00 Page 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).

SECTION 01 30 00 Page 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.

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PART 3 EXECUTION

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SECTION 01 30 00 Page 3

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 32 01.00 10

PROJECT SCHEDULE

PART 1 GENERAL

1.1 REFERENCES

1.2 SUBMITTALS

1.3 QUALITY ASSURANCE

PART 2 PRODUCTS

PART 3 EXECUTION

3.1 GENERAL REQUIREMENTS

3.1.1 Approved Project Schedule

3.1.2 Schedule Status Reports

3.1.3 Default Terms

3.2 BASIS FOR PAYMENT AND COST LOADING

3.3 PROJECT SCHEDULE DETAILED REQUIREMENTS

3.3.1 Critical Path Method

3.3.2 Level of Detail Required

3.3.2.1 Activity Durations

3.3.2.2 Procurement Activities

3.3.2.3 Government Activities

3.3.2.4 Activity Responsibility Coding (RESP)

3.3.2.5 Activity Work Area Coding

3.3.2.6 Contract Changes/Requests for Equitable Adjustment (REA)

Coding (MODF)

3.3.2.7 Contract Line Item (CLIN) Coding (BIDI)

3.3.2.8 Phase of Work Coding (PHAS)

3.3.2.9 Category of Work Coding (CATW)

3.3.2.10 Definable Features of Work Coding (FOW1, FOW2, FOW3)

3.3.3 Scheduled Project Completion and Activity Calendars

3.3.3.1 Project Start Date

3.3.3.2 Schedule Constraints and Open Ended Logic

3.3.3.3 Early Project Completion

3.3.4 Interim Completion Dates

3.3.4.1 Start Phase

3.3.4.2 End Phase

3.3.4.3 Phase "X" Hammock

3.3.5 Default Progress Data Disallowed

3.3.6 Out-of-Sequence Progress

3.3.7 Negative Lags and Start to Finish Relationships

3.3.8 Calculation Mode

3.3.9 Milestones

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

3.4.4 Standard Activity Coding Dictionary

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3.5 SUBMISSION REQUIREMENTS

3.5.1 Data CD's

3.5.2 Narrative Report

3.5.3 Approved Changes Verification

3.5.4 Schedule Reports

3.5.4.1 Activity Report

3.5.4.2 Logic Report

3.5.4.3 Total Float Report

3.5.4.4 Earnings Report by CLIN

3.5.5 Network Diagram

3.5.5.1 Continuous Flow

3.5.5.2 Project Milestone Dates

3.5.5.3 Critical Path

3.5.5.4 Banding

3.5.5.5 S-Curves

3.6 PERIODIC SCHEDULE UPDATE MEETINGS

3.6.1 Update Submission Following Progress Meeting

3.6.2 Status of Activities

3.6.2.1 Start and Finish Dates

3.6.2.2 Remaining Duration

3.6.2.3 Percent Complete

3.6.2.4 Logic Changes

3.6.2.5 Other Changes

3.7 REQUESTS FOR TIME EXTENSIONS

3.7.1 Justification of Delay

3.7.2 Submission Requirements

3.7.3 Additional Submission Requirements

3.8 DIRECTED CHANGES

3.9 WEEKLY PROGRESS MEETINGS

3.10 OWNERSHIP OF FLOAT

3.11 TRANSFER OF SCHEDULE DATA INTO RMS/QCS

SECTION 01 32 01.00 10 Page 2

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.

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 or as otherwise designated. Submit the following in accordance with Section

01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Project Schedule; G

1.3 QUALITY ASSURANCE

Designate an authorized representative to be responsible for the preparation of the schedule and all required updating (activity status) and preparation of reports. The authorized representative shall be experienced in scheduling, and maintained at least 2 electronic schedules for projects similar in nature to this project and shall be experienced in the use of the scheduling software that meets the requirements of this specification.

PART 2 PRODUCTS

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PART 3 EXECUTION

3.1 GENERAL REQUIREMENTS

Prepare for approval a Project Schedule, as specified herein, pursuant to the Contract Clause, SCHEDULE FOR CONSTRUCTION CONTRACTS. Show in the schedule the sequence in which the Contractor proposes to perform the work and dates on which the Contractor contemplates starting and completing all schedule activities. The scheduling of the entire project, including the design and construction sequences, is required. The scheduling of design and construction is the responsibility of the Contractor. Contractor management personnel shall actively participate in its development.

Subcontractors, and suppliers working on the project shall also contribute in developing and maintaining an accurate Project Schedule. Provide a

SECTION 01 32 01.00 10 Page 3 schedule that is a forward planning as well as a project monitoring tool.

3.1.1 Approved Project Schedule

Use the approved Project Schedule to measure the progress of the work and to aid in evaluating time extensions. Make the schedule cost loaded and activity coded. The schedule will provide the basis for all progress payments. If the Contractor fails to submit any schedule within the time prescribed, the Contracting Officer may withhold approval of progress payments until the Contractor submits the required schedule.

3.1.2 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 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.

3.1.3 Default Terms

Failure of the Contractor to comply with the requirements of the Contracting Officer shall 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

Use the schedule as the basis for determining contract earnings during each update period and therefore the amount of each progress payment. Lack of an approved schedule update, or qualified scheduling personnel, will result in the inability of the Contracting Officer to evaluate contract earned value for the purposes of payment. Failure of the Contractor to provide all required information will result in the disapproval of the preliminary, initial and subsequent schedule updates. In the event schedule revisions are directed by the Contracting Officer and those revisions have not been included in subsequent revisions or updates, the Contracting Officer may hold retainage up to the maximum allowed by contract, each payment period, until such revisions to the Project Schedule have been made. Activity cost loading shall be reasonable, as determined by the Contracting Officer. The aggregate value of all activities coded to a contract CLIN shall equal the value of the CLIN on the Schedule.

3.3 PROJECT SCHEDULE DETAILED REQUIREMENTS

The computer software system utilized to produce and update the Project Schedule shall be capable of meeting all requirements of this specification. Failure of the Contractor to meet the requirements of this specification will result in the disapproval of the schedule. Manual methods used to produce any required information shall require approval by the Contracting Officer.

SECTION 01 32 01.00 10 Page 4

3.3.1 Critical Path Method

Use the Critical Path Method (CPM) of network calculation to generate the Project Schedule. Prepare the Project Schedule using the Precedence Diagram Method (PDM).

3.3.2 Level of Detail Required

Develop the Project Schedule to an appropriate level of detail. Failure to develop the Project Schedule to an appropriate level of detail, as determined by the Contracting Officer, will result in its disapproval.