B08 - IFB Atch 1 - Specifications.pdf

USACE SACRAMENTO

DISTRICT

Repair Rail Curves and T1 Bridge Rail and Catwalk Repair, Military Ocean Terminal Concord

(MOTCO), CA

Bid Package 1 RTA PROJECT MANUAL

Client #: W91238-19-F-0052

HDR Project #: 10196639

May 10, 2021

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SEALS AND SIGNATURES

Client: USACE Sacramento District

Facility or Site Name: Military Ocean Terminal Concord (MOTCO), CA

Project Name: Repair Rail Curves and T1 Bridge Rail and Catwalk Repair

Project or Contract Designation: W91238-19-F-0052

Engineer: HDR

William A. Jansen, PE

License No. E-12773

The seal and signature to the left applies to the following

Specifications divisions and sections of this project manual:

• Division 01

• Division 02

• Division 10

• Division 31

• Division 32

• Division 33

• Division 34

Adam M. McCune, PE

License No. E-11488

The seal and signature to the left applies to the following

Specifications divisions and sections of this project manual:

• Division 05

END OF SEALS AND SIGNATURES

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Repair Rail Curves and T1 Bridge Rail and Catwalk Repair W91238-19-F-0052 Military Ocean Terminal Concord (MOTCO), CA 10174593

PROJECT TABLE OF CONTENTS

DI VI SI ON 01 - GENERAL REQUI REMENTS

01 00 00 05/17 GENERAL REQUIREMENTS

01 11 00 08/15 SUMMARY OF WORK

01 14 00 WORK RESTRICTIONS

01 30 00 08/15 ADMINISTRATIVE REQUIREMENTS

01 32 01.00 10 02/15 PROJECT SCHEDULE

01 33 00 08/18 SUBMITTAL PROCEDURES

01 33 29 02/17 SUSTAINABILITY REPORTING

01 35 00 03/18 MEC CONSTRUCTION SUPPORT OPERATIONS

01 35 26 11/15 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 02/19 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00.00 10 11/16 QUALITY CONTROL

01 45 00.15 10 11/16 RESIDENT MANAGEMENT SYSTEM CONTRACTOR

MODE (RMS CM)

01 50 00 05/18 TEMPORARY CONSTRUCTION FACILITIES AND

CONTROLS

01 57 19 11/15 TEMPORARY ENVIRONMENTAL CONTROLS

01 57 23 09/15 TEMPORARY STORM WATER POLLUTION CONTROL

01 58 00 08/19 PROJECT IDENTIFICATION

01 74 19 02/19 CONSTRUCTION WASTE MANAGEMENT AND

DISPOSAL

01 78 00 05/19 CLOSEOUT SUBMITTALS

DI VI SI ON 02 - EXI STI NG CONDI TI ONS

02 41 00 05/10 DEMOLITION AND DECONSTRUCTION

DI VI SI ON 05 - METALS

05 50 13 05/17 MISCELLANEOUS METAL FABRICATIONS

DI VI SI ON 10 - SPECI ALTI ES

10 14 53 02/15 TRAFFIC SIGNAGE

DI VI SI ON 31 - EARTHWORK

31 00 00 08/08 EARTHWORK

31 05 19 08/08 GEOTEXTILE

31 05 21 08/08 GEOGRID SOIL REINFORCEMENT

31 11 00 11/18 CLEARING AND GRUBBING

DI VI SI ON 32 - EXTERI OR I MPROVEMENTS

32 11 20 08/17 SUBBASES FOR FLEXIBLE PAVING

32 11 23 08/17 AGGREGATE BASE COURSES

32 12 13 05/17 BITUMINOUS TACK COATS

32 12 16 08/09 HOT-MIX ASPHALT (HMA) FOR ROADS

32 15 00 05/17 AGGREGATE SURFACING

32 17 23 08/16 PAVEMENT MARKINGS

32 92 19 08/17 SEEDING

DI VI SI ON 33 - UTI LI TI ES

33 40 00 02/10 STORM DRAINAGE UTILITIES

PROJECT TABLE OF CONTENTS Page 1

DI VI SI ON 34 - TRANSPORTATI ON

34 11 00 04/08 RAILROAD TRACK AND ACCESSORIES

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 2

D I V I S I O N 0 1

GENERAL REQUIREMENTS

SECTION 01 00 00

GENERAL REQUIREMENTS

05/17

05/10/2021

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; TIA 17-15; TIA 17-16; TIA 17-17 )

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/

SECTION 01 00 00 Page 1

Guide to Hiring Veterans - Reference Material http://www.whitehouse.gov/sites/default/files/docs/white_house _business_council_-_guide_to_hiring_veterans_0.pdf

1.3 SUBMITTALS

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

submittals not having a designation are for information only. The following must be submitted in accordance with Section 01 33 00 SUBMITTAL

PROCEDURES:

SD-01 Preconstruction Submittals

Preconstruction Quantity Survey Plan ; G Preconstruction Access Road Survey Post-construction Access Road Survey

1.4 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.

1.5 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.

1.6 TEMPORARY ELECTRIC WIRING

1.6.1 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.

1.6.2 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.

SECTION 01 00 00 Page 2

1.6.3 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.

1.7 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.

1.8 PLANNED UTILITY OUTAGES, STREET CLOSURES, AND RAIL CLOSURES

All utility outages , street closures , and rail 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 30 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.

1.9 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 30 calendar days. Questions concerning the excavation permit should be directed to the Contracting Officer.

1.10 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

SECTION 01 00 00 Page 3 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

STATE

CALIFORNIA

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 .

1.11 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.

1.12 DAMAGE TO ROADS

Preserve and protect all existing private or project access or right-of-way roads. At the completion of work and prior to the Contractor leaving the project, he must restore to pre-project conditions all such roads. Repairs must include replacement of base rock and/or surface treatment as required. Refer also to paragraph PROTECTION OF TRAFFIC in section 01 50 00 TEMPORARY CONSTRUCTION FACILITIES.

1.12.1 Documentation Regarding Potential Damage to Access Routes

Preconstruction Quantity Survey Plan stating the names of personnel and license number who will be performing the Preconstruction Access Road Survey and the Post-Construction Access Road Survey. Include the procedures to follow in conducting the surveys.

1.12.1.1 Preconstruction Access Road Survey

Complete and submit a Preconstruction Access Road Survey including digital

SECTION 01 00 00 Page 4 video and digital photographs of all public, private, and project access or right-of-way roads before construction begins. Submit two copies of the survey, the digital video, and the digital photographs before the start of construction operations.

1.12.1.2 Post-Construction Access Road Survey

After completion of construction of the project, submit a Post-Construction Access Road Survey including digital video and digital photographs of the same area where preconstruction digital video and digital photographs were taken. Submit two copies of the survey, the digital video, and digital photographs.

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 five hard copy sets from the CAD contract drawings and specifications to the Contracting Officer . 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.

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SECTION 01 00 00 Page 6

SECTION 01 11 00

SUMMARY OF WORK

08/15

05/10/2021

PART 1 GENERAL

1.1 SUBMITTALS

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

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Submittals with an "S" are for inclusion in the Sustainability eNotebook, in conformance with Section 01 33 29 SUSTAINABILITY REPORTING. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Salvage Plan ; G

1.2 WORK COVERED BY CONTRACT DOCUMENTS

1.2.1 Project Description

The work includes Reconstruction of multiple rail curves to reduce curvature, open-deck bridge tie, catwalk, and handrail replacement, associated grading and roadway crossing work, and incidental related work.

1.2.2 Location

The work is located at the Military Ocean Terminal Concord (MOTCO) on Suisan Bay in Concord, California , approximately as indicated. The exact location will be shown by the Contracting Officer.

1.2.3 Authorities

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

1.3 OCCUPANCY OF PREMISES

Building(s) will be occupied during performance of work under this Contract.

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

1.4 EXISTING WORK

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

SECTION 01 11 00 Page 1

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

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

1.5 LOCATION OF UNDERGROUND UTILITIES

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

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

Identify and mark all other utilities not managed and located by the local utility companies. Scan the construction site with Ground Penetrating Radar (GPR), electromagnetic, or sonic equipment, and mark the surface of the ground or paved surface where existing underground utilities are discovered. Verify the elevations of existing piping, utilities,and any type of underground obstruction not indicated, or specified to be removed, that is indicated or discovered during scanning, in locations to be traversed by piping, ducts, and other work to be conducted or installed.

Verify elevations before installing new work closer than nearest manhole or other structure at which an adjustment in grade can be made.

1.5.1 Notification Prior to Excavation

Notify the Contracting Officer at least 30 days prior to starting excavation work.

1.6 SALVAGE MATERIAL AND EQUIPMENT

Items designated by the Contracting Officer to be salvaged remain the property of the Government. Segregate, itemize, deliver and off-load the salvaged property at the Government designated storage area located within 5 miles of the construction site.

Provide a salvage plan , listing material and equipment to be salvaged, and their storage location. Maintain property control records for material or equipment designated as salvage. Use a system of property control that is approved by the Contracting Officer. Store and protect salvaged materials and equipment until disposition by the Contracting Officer.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

SECTION 01 11 00 Page 2

SECTION 01 14 00

WORK RESTRICTIONS

01/2021

05/10/2021

PART 1 GENERAL

1.1 SUBMITTALS

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

submittals not having a "G" designation are for information only. 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

1.2 SPECIAL SCHEDULING REQUIREMENTS

a. Rail operations will continue during the entire construction period.

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

b. Permission to interrupt any Activity roads, railroads, or utility service must be requested in writing a minimum of 30 calendar days prior to the desired date of interruption.

c. The Contractor must conduct operations so as not to cause interference with normal operations of any mission of munitions handling.

1.3 CONTRACTOR ACCESS AND USE OF PREMISES

1.3.1 Activity Regulations

Ensure that Contractor personnel employed on this project become familiar with and obey regulations including safety, fire, traffic and security regulations as they relate to operations at MOTCO, including mission or munitions handling activities. Contractor superintendent, CQC manager, SSHO, and project manager must attend a briefing given by MOTCO that conveys relevant installation rules to be followed during mission and munitions handling activities. This information must be shared by the Contractor with all employees working at MOTCO. 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.

SECTION 01 14 00 Page 1

1.3.1.2 Identification Badges and Installation Access

Application for and use of badges will be required. The Contractor shall provide to the Contracting Officer, in writing, the names of employees and subcontractor's employees prior to the commencement of work. This list will identify who will be working on features of this contract in order for identification badges and installation access may be provided. See paragraph 1.4.1.1 below for additional requirements.

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 are confined to daylight hours between 06:00 a.m. and 06:00 p.m., Monday through Friday, excluding federal holidays. Actual work hours shall be determined by the Contractor, with approval of the Contracting Officer. Any work producing noise near the town of Clyde can begin no earlier than 7:00 a.m. Contractor must plan accordingly to the MOTCO Gate operating hours from 06:00 am to 06:00 pm.

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.

1.3.4 Unrelated Ammunition Mission Personnel (UAMP) Requirement

The Contractor must coordinate with the US Resident Office and MOTCO DPW through the Contracting Officer to determine any overlaps with the dates between construction activities and MOTCO missions. The Contractor must sign a UAMP form per company (Prime + Subcontractors) acknowledging the particular requirements if MOTCO missions consist of transporting ammunition in the Tidal Area. See the 01 14 00 Attachment - UAMP.pdf for the list of requirements at the end of this specification.

1.4 SECURITY REQUIREMENTS

1.4.1 Employment Restrictions

MOTCO is designated as a restricted area in accordance with Army

SECTION 01 14 00 Page 2

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 or legal residents conducting official business at MOTCO. Consequently all employees or invitees of the Contractor and any employee or invitee of each subcontractor who is not a United States citizen or legal resident shall be denied access to the MOTCO installation . A State issued REAL ID is required for all employees entering MOTCO.

1.4.1.1 Personnel List

Submit for approval, at least 15 calendar 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. Prior to 1 October 2021, Non-Real ID and State-issued driver's license and identification cards marked "Not Valid for Federal Purposes," "Federal Limits May Apply," or other similar language WILL be accepted at the Visitor's Control Center (VCC). Starting on 1 October 2021, Non Real ID and State-issued driver's licenses and identification cards marked "Not Valid for Federal Purposes," “Federal Limits May Apply," or other similar language WILL NOT be accepted by DoD agencies. Non Real ID and licenses with this verbiage and accompanied with another form of federal identification (US passport, Military ID, Military Dependent ID, etc.)

will still be allowed access onto MOTCO. Furnish for each person:

a. Name

b. Date and place of birth

c. Home address

d. Social security number

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.

SECTION 01 14 00 Page 3

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 DUE TO MISSION REQUIREMENTS

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 the contractor will be notified well in advance.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

SECTION 01 14 00 Page 4

Prepared by Mr. Brown 4 June 2018

Unrelated Ammunition Mission Personnel (UAMP) In MOTCO Tidal Area when explosives are on the Port Company Acknowledgment

Process for work in MOTCO Tidal Area when explosives are on the port

1. 4 to 6 weeks from start, construction contract (COR) must verify port operations (OPS) schedule and provide contractor’s intentions to stay on the port to safety and security.

2. Contractor provides what, where, how many workers, when and how long during the period of port OPS.

3. Safety will evaluate exposure and determine if projected work will impact operations. If operations are not impacted, safety will communicate remaining requirements to approve the work. Hot work will require a hot work permit obtained through the MOTCO Fire Department.

4. COR will provide contractors a statement of approval from Safety and provide additional requirements for operating in an area containing explosives. The minimum tasks are:

a. Contractors working unescorted will receive a briefing from MOTCO safety officer.

COR will schedule a briefing time at least one week prior to entry.

b. No hot work will be allowed without hot work permit.

c. Fuel / flammable storage and equipment refueling will be coordinated with Fire Department and Safety.

d. COR/construction supervisor will provide contact information for responsible individuals in the work area as well as names of all workers on the port by name to MOTCO POC. If additional personnel are brought in temporarily (i.e. for deliveries) the MOTCO sponsor or designee will escort and be responsible for these personnel.

Escorted personnel will not be left unescorted / unattended at any time while on the installation.

e. Strict enforcement of smoking only in designated areas.

f. Seatbelt usage, speed limits and right of way to explosive laden vehicles is strictly enforced by Security, COR, and construction management.

g. Daily tail-gate meetings will be accomplished by contractor to ensure personnel are aware of explosives on port, rules stated above are acknowledged, and ensure workers do not linger in the explosive area.

NOTE: Failure to meet any of sections e, f or g will result in denied access.

Prepared by Mr. Brown 4 June 2018

5. The Contractor or UAMP will acknowledge that they are aware they are working in an explosive storage area. This notification and acknowledgement needs to be made early in the planning phases as the government is not intending to expose contractors unnecessarily, restrict work or add to mobilization costs for these operations. A statement from a responsible party for the contractor will be provided to the COR. This notification and acknowledgement will be made early in the planning phases as the government is not intending to expose contractors, restrict work, or add to contractor mobilization costs for these operations.

The statement below must be approved and signed from a responsible party for the contractor and will be provided to the COR.

I, (First Name) _______________________________________________________________, (Last Name) ________________________________________________________________, (Phone Number and Email) ___________________________________________________, (Title) _____________________________________________________________________, having the authority to contractually bind, (Company Name) ___________________________________________________________, acknowledge that our company is aware of the presence of explosives and explosive hazards near our project work on the Military Ocean Terminal Concord, Tidal Area and accepts the associated potential risk to our workers and equipment.

6. Return this form, signed, to MOTCO Safety Office acknowledging your awareness of the presence of explosives.

COR: Print: ____________________________

Date: ____________________________

Sign: ____________________________

Contractor: Print: ____________________________

Date: ____________________________

Sign: ____________________________

SECTION 01 30 00

ADMINISTRATIVE REQUIREMENTS

08/15

05/10/2021

PART 1 GENERAL

1.1 REFERENCES

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

U.S. ARMY CORPS OF ENGINEERS (USACE)

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

1.2 SUBMITTALS

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

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Submittals with an "S" are for inclusion in the Sustainability eNotebook, in conformance with Section 01 33 29 SUSTAINABILITY REPORTING. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

View Location Map ; G Progress and Completion Pictures ; G

1.3 VIEW LOCATION MAP

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

1.4 PROGRESS AND COMPLETION PICTURES

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

SECTION 01 30 00 Page 1

1.5 MINIMUM INSURANCE REQUIREMENTS

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

1.6 SUPERVISION

1.6.1 Minimum Communication Requirements

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

1.6.2 Superintendent Qualifications

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

For routine projects where the superintendent is permitted to also serve as the Quality Control (QC) Manager as established in Section 01 45 00.00 10 QUALITY CONTROL, the superintendent must have qualifications in accordance with that section.

1.6.2.1 Duties

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

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

1.6.3 Non-Compliance Actions

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

Furthermore, the Contracting Officer may issue an order stopping all or part of the work until satisfactory corrective action has been taken. No part of the time lost due to such stop orders is acceptable as the subject of claim for extension of time for excess costs or damages by the Contractor.

1.7 PRECONSTRUCTION CONFERENCE

After award of the contract but prior to commencement of any work at the site, meet with the Contracting Officer to discuss and develop a mutual

SECTION 01 30 00 Page 2 understanding relative to the administration of the value engineering and safety program, preparation of the schedule of prices or earned value report, shop drawings, and other submittals, scheduling programming, prosecution of the work, and clear expectations of the "Interim DD Form 1354" Submittal. Major subcontractors who will engage in the work must also attend.

1.8 PARTNERING

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

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

1.8.1 Informal Partnering

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

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

1.9 ELECTRONIC MAIL (E-MAIL) ADDRESS

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

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

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PART 2 PRODUCTS

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PART 3 EXECUTION

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PROJECT SCHEDULE

02/15

05/10/2021

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. Submittals with an "S" are for inclusion in the Sustainability eNotebook, in conformance to Section 01 33 29 SUSTAINABILITY REPORTING. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Project Scheduler Qualifications ; G Preliminary Project Schedule ; G Initial Project Schedule ; G Periodic Schedule Update ; G

1.3 PROJECT SCHEDULER QUALIFICATIONS

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

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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

A pre-construction meeting must be coordinated with the MOTCO Resident Office, MOTCO DPW, and the Contracting Officer to schedule the Curves and T1 Catwalk repairs. This meeting aims to identify the sequential order of the repairs of the Curves depending on the MOTCO mission and other construction activities in the installation.

Prepare for approval a Project Schedule, as specified herein, pursuant to FAR Clause 52.236-15 Schedules for Construction Contracts. Show in the schedule the proposed sequence to perform the work and dates contemplated for starting and completing all schedule activities. The scheduling of the entire project is required. The scheduling of 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).

3.2 BASIS FOR PAYMENT AND COST LOADING

The schedule is the basis for determining contract earnings during each

SECTION 01 32 01.00 10 Page 2 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 may have Original Durations (OD) greater than 20 work days or 30 calendar days.

3.3.3 Procurement Activities

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

3.3.4 Mandatory Tasks

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

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

b. Long procurement activities

c. Submission and approval of O & M manuals.

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d. Submission and approval of as-built drawings.

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

f. Contractor's pre-final inspection.

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

h. Government's pre-final inspection.

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

j. Final inspection.

3.3.5 Government Activities

Show Government and other agency activities that could impact progress.

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

3.3.6 Standard Activity Coding Dictionary

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

The SDEF format is as follows:

Field Activity Code Length Description

1 WRKP 3 Workers per day

2 RESP 4 Responsible party

3 AREA 4 Area of work

4 MODF 6 Modification Number

5 BIDI 6 Bid Item (CLIN)

6 PHAS 2 Phase of work

7 CATW 1 Category of work

8 FOW 20 Feature of work*

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Field Activity Code Length Description

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

3.3.6.1 Workers Per Day (WRKP)

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

3.3.6.2 Responsible Party Coding (RESP)

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

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

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

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

3.3.6.3 Area of Work Coding (AREA)

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

Activities cannot have more than one Work Area Code.

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

3.3.6.4 Modification Number (MODF)

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

3.3.6.5 Bid Item Coding (BIDI)

Assign a Bid Item Code to all activities using the Contract Line Item

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Schedule (CLIN) to which the activity belongs, even when an activity is not cost loaded. An activity can have only one BIDI Code.

3.3.6.6 Phase of Work Coding (PHAS)

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

a. Code proposed fast track design and construction phases proposed to allow filtering and organizing the schedule by fast track design and construction packages.

b. If the contract specifies phasing with separately defined performance periods, identify a Phase Code to allow filtering and organizing the schedule accordingly.

3.3.6.7 Category of Work Coding (CATW)

Assign a Category of Work Code to all activities. Category of Work Codes include, but are not limited to construction submittal, procurement, fabrication, weather sensitive installation, non-weather sensitive installation, start-up, and testing activities. Each activity can have no more than one Category of Work Code.

3.3.6.8 Feature of Work Coding (FOW)

Assign a Feature of Work Code to appropriate activities based on the Definable Feature of Work to which the activity belongs based on the approved QC plan.

Definable Feature of Work is defined in Section 01 45 00.00 10 QUALITY CONTROL. An activity can have only one Feature of Work Code.

3.3.7 Contract Milestones and Constraints

Milestone activities are to be used for significant project events including, but not limited to, project phasing, project…