Technical Exhibit B-Div 01 GENERAL REQUIREMENTS 05 July 2023.pdf

POM Job Order Contracting (SATOC) 2503

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 00 00

GENERAL REQUIREMENTS

08/ 21, CHG 9: 04/ 22

PART 1 GENERAL

1.1 REFERENCES

1.2 SUBMITTALS

1.3 SCRAP MATERIAL

1.4 WRITTEN GUARANTEES AND GUARANTOR'S LOCAL REPRESENTATIVE

1.5 GENERAL SAFETY REQUIREMENTS

1.6 TEMPORARY ELECTRIC WIRING

1.6.1 Temporary Power and Lighting

1.6.2 Construction Equipment

1.6.3 Circuit Protection

1.7 PLANNED UTILITY OUTAGES AND STREET CLOSURES

1.7.1 Utility Outages

1.7.2 Street Closures

1.7.3 Traffic Thru Construction Zone Traffic Control Plan

1.7.4 Closure of Parking Areas

1.7.4.1 Parking Lot Entrances and Exits

1.7.5 Occupied Buildings

1.8 EXCAVATION PERMITS

1.9 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER

1.10 SPECIAL CONSTRUCTION PROCEDURES for Presidio of Monterey (POM) /

OMC / U.S. Army Signal Activity Presidio of Monterey Enclave (UPE)

1.11 ACCESS AND GENERAL PROTECTION AND SECURITY POLICY AND PROCEDURES

1.11.1 Level 1 AT Awareness training

1.11.2 Installation Access, Army Protection policies and Physical

Security procedures

1.11.3 Government-issued Common Access Card (CAC) or Identification

(ID) cards

1.11.4 iWATCH Training

1.11.5 Army Training Certification Tracking System (ATCTS)

registration for contractor employees who require access to government information systems

1.11.6 For contracts that require OPSEC Training

1.11.7 For contracts that require handling or access to classified information

1.12 SITE CONDITIONS

1.13 SALVAGE RIGHTS, WOOD PRODUCTS

1.14 HAUL ROUTE PLAN

1.15 HAZARDOUS NOISE AREA

1.16 COLOR SCHEME FOR CONTRACTOR FACILITIES

1.17 RED ZONE MEETING

PART 2 PRODUCTS

2.1 GOVERNMENT FURNISHED MATERIALS

SECTION 01 00 00 Page 1

PART 3 EXECUTION

3.1 AFTER AWARD DOCUMENTS

ATTACHMENTS:

a. Access Procedures - POM Citizen

b. Access Procedures - POM NonCitizen

c. Access Procedures - Camp Roberts - USASACR Vetting Form V5

-- End of Section Table of Contents --

SECTION 01 00 00 Page 2

SECTION 01 00 00

GENERAL REQUIREMENTS

08/ 21, CHG 9: 04/ 22

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.

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

36 CFR 800 Protection of Historic Properties

1.2 SUBMITTALS

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

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

1.3 SCRAP MATERIAL

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

1.4 WRITTEN GUARANTEES AND GUARANTOR'S LOCAL REPRESENTATIVE

Obtain and furnish to the COR & ACO written guarantees for the equipment and appliances furnished. Furnish with each guarantee: The name, address, and telephone number of the guarantor's representative nearest to the location where the equipment and appliances are installed, who, upon request of the Using Service's representative, will honor the guarantee during the guaranty period and will provide the services prescribed by the terms of the guarantee.

1.5 GENERAL SAFETY REQUIREMENTS

See Section 01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS.

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 the safety requirements of electrical extensions for the work of subcontractors. Work to be accomplished by skilled electrical tradesmen in a workmanlike manner, as approved by the COR & ACO.

SECTION 01 00 00 Page 3

1.6.2 Construction Equipment

In addition to the requirements of EM 385-1-1, install temporary wiring conductors for operation of construction tools and equipment of either Type TW or THW contained in metal raceways, or may be multiconductor cord.

Temporary wiring to be secured above the ground or floor in a workmanlike manner and cannot present an obstacle to persons or equipment. Open wiring may only be used outside of buildings, and then only in strict accordance with the provisions of the National Electrical Code.

1.6.3 Circuit Protection

In addition to the present requirements in EM 385-1-1 and NFPA 70, ensure 15-ampere and 20-ampere receptacle outlets used for obtaining power during construction have ground fault circuit interrupters (GFCI) for personnel protection. Block and brick saws to be equipped with GFCI. The COR & ACO 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 cannot be permitted as a substitute for usage of GFCI'S except as described above.

Ensure generator-powered 15- and 20-ampere, 60 Hertz receptacle outlets have GFCI'S, and are to 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 PLANNED UTILITY OUTAGES AND STREET CLOSURES

Utility outages and street closures to be of as short a duration as possible and to be scheduled as far in advance as possible with the COR & ACO, in no case less than 14 days before the outage or closure. Obtain from the COR & ACO 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.

1.7.1 Utility Outages

Power outages to be restricted to off-duty hours and weekends. Other utilities may be connected and streets closed during normal working hours with the outage duration and street closure as short as possible. Provide back-up power supply during scheduled or unscheduled outages.

Before an outage or closure is scheduled:

Have approved materials necessary for the outage on hand.

Have completed, tested, and been inspected by the Construction Quality Control Representative for preliminary work.

Prepare an accepted hazard analysis in accordance with section "ACCIDENT

PREVENTION".

Have permits and personnel qualifications on hand.

Have held a joint inspection with a representative of the COR & ACO and the Construction Quality Control Representative.

SECTION 01 00 00 Page 4

1.7.2 Street Closures

Coordinate street closures with the COR & ACO Representative (COR) and Presidio of Monterey Police. Schedule work so that a minimum of one traffic lane is open for traffic during repair or construction operations.

If a street or road is to be closed for more than 4 hours, provide up to two MUTCD approved portable electronic changeable LED message boards.

Place signs 3 working days before work and during work. Signs to run from 0700-1930 in a location agreed upon with Government.

1.7.3 Traffic Thru Construction Zone Traffic Control Plan

When the location of the work is such that vehicle traffic will encroach on construction zone including repair and maintenance operations, prepare and submit a Traffic Control Plan to the COR & ACO for approval and coordination with POM Police Department. The traffic control plan to include street closures and detour routes when applicable. Ensure the traffic control devices specified in the traffic control complies with the MUTCD for Streets and Highways from the U.S. Department of Transportation and meet appropriate CalTran Standards. Abide with the MUTCD for Streets and Highways. Submit the traffic control plan a minimum of 21 working days in advance of the task order start of construction date.

1.7.4 Closure of Parking Areas

Parking areas may be closed to traffic for the minimum time required for construction, as directed by the COR & ACO. Divide large parking areas into two or more work areas to allow parking use in one of the areas. If 20 or more parking spaces are to be closed for more than 4 hours, provide up to two wet-weather durable, poster sized, signs to inform drivers of upcoming or ongoing construction work. Place signs 5 working days before work, not during. Signs to run from 0700-1930 in an area agreed upon with Government.

1.7.4.1 Parking Lot Entrances and Exits

Use barricades to close parking lot entrances and exits that are required to be closed to accomplish the work. Ensure Barricades comply with the MUTCD for Streets and Highways from the U.S. DOT. Space barricades such that vehicle traffic cannot pass between the barricades.

1.7.5 Occupied Buildings

Limit access to the building's occupants. Coordinate work with the COR & ACO to insure adequate provisions are made for personnel vehicular access for loading or unloading, if required by the user.

1.8 EXCAVATION PERMITS

1.9 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER

This provision specifies the procedure for determination of time extensions for unusually severe weather in accordance with the contract clause FAR

SECTION 01 00 00 Page 5

Obtain excavation permits issued from the Directorate of Engineering and Housing (DEH) or Director of Public Works (DPW). The appropriate form, for this request, may be obtained from DPW. Processing time required is 14 calendar days. Direct questions concerning the excavation permit to DPW.

l2pmmar9 Highlight

52.249-10 entitled "DEFAULT: (FIXED PRICE CONSTRUCTION)." In order for the Contracting Officer to award a time extension under this clause, the following conditions must be satisfied:

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

(2) The unusually severe weather must actually cause a delay to the completion of the project. The delay must be beyond the control and without the fault ornegligence of the contractor.

b. The following schedule of monthly anticipated adverse weather delays due to precipitation and temperature 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. Wind is not considered in the Monthly Anticipated Adverse Weather Calendar Day Schedule.

Presidio of Monterey (POM) / Ord Military Community (OMC) Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec 6 5 5 4 1 0 0 0 0 1 4 5

U.S. Army Signal Activity Presidio of Monterey Enclave (UPE) Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec 10 7 5 3 1 0 0 0 0 2 6 11

1.10 SPECIAL CONSTRUCTION PROCEDURES for Presidio of Monterey (POM) / OMC / U.S. Army Signal Activity Presidio of Monterey Enclave (UPE)

Contractor Yard Site:

Directorate of Public Works (DPW) designates land area and facilities that may be used for yard, office, and storage space.

Relocate displaced designated parking, traffic signage, road markings, and equipment as required to work.

Do not permit vehicles or trailers to remain on the site outside of normal working hours, and do not allow facilities on the site to be used as temporary residences.

Construction of temporary structures or park office trailers on the site is allowed.

Maintain site in a clean condition; remove trash and debris daily.

Return site and facilities to DPW in satisfactory condition before transfer of construction, unless prior arrangement has been made.

Maps and drawings are available from the Directorate of Public Works (DPW)via the COR.

The DPW through the COR shall review lighting and plumbing fixture submittals to insure that equipment and devices being installed are consistent with ongoing energy and water saving policies and equipment standards. POC is Chris Spang (831-242-3100). Implement energy and water conservation measures. Major energy and water savings retrofit projects have been undertaken at Ord Military Community and POM. It is requested where

SECTION 01 00 00 Page 6 possible to incorporate the same energy and water savings technologies. Cut sheets and submittals are available at the DPW. Coordinate all activities with the COR.

Obtain mark and locate services (USA NORTH at 1-800-642-2444 or https://usanorth811.org ) and submit written proof of compliance to the COR & ACO. Additionally, notify the COR & ACO no less than 28 calendar days prior to requesting for a scheduled utility service outage. Where underground utility services are anticipated or in cases where there is uncertainty of the existence of underground services, pot hole the location(s) using non-mechanical excavation methods. Repair damage to underground utilities to the satisfaction of the DPW, including incidents and expense arising as a result of careless equipment use or inappropriate hand digging if underground utilities were previously indicated on maps, were indicated by paint, or when verbally advised of the possible presence of unmarked/unmapped underground utilities by members of the Installation staff or their representatives. Document the location and depth of found utilities on the final as-built drawings using GPS coordinates.

Coordinate and pay Monterey One Water (M1W) fees. Back copy DPW with permits and final inspection documents. Coordinate payment of fees and permit submittal to MRWPCA with DPW.

Provide Material Safety Data Sheets (MSDS) to DPW through the COR & ACO for review Prior to commencement of work and prior to bringing a hazardous material on the Installation.

Review lighting and plumbing fixture submittals to ensure that equipment and devices being installed are consistent with ongoing energy and water saving policies and equipment standards.

Include a recycling and solid waste minimization plan and non-hazardous solid waste diversion reports in the Environmental Protection Plan and submitted to the COR & ACO. (Note: A 60 percent minimum diversion of construction and demolition C&D waste by weight is required from landfill disposal.) Disposal of wastes are specified in Section 02 41 00 DEMOLITION.

Projects involving design of fire rated construction, fire detection, fire suppression, or life safety systems require the services and review of a qualified fire protection engineer. Ensure a qualified fire protection engineer is part of the construction team, and is involved in every aspect of "follow-on" design submittals as they relate to fire protection. This includes, but is not limited to, building code analysis, life safety code analysis, design of automatic detection and suppression systems, testing of completed fire protection system, water supply analysis, and a multi-discipline review of the entire project. For the purposes of meeting this requirement, a qualified fire protection engineer is defined as an individual meeting one of the following conditions:

An engineer having a Bachelor of Science or Master of Science Degree in Fire Protection Engineering from an accredited university engineering program, plus a minimum of 5 years work experience in fire protection engineering.

A registered professional engineer (P.E.) who has passed the fire protection engineering written examination administered by the National Council of Examiners for Engineering and Surveys (NCEES).

A registered P.E. in a related engineering discipline with a minimum of 5 years experience, dedicated to fire protection engineering that can be

SECTION 01 00 00 Page 7 verified.

Remove solid waste debris in accordance with Section 01 74 19 CONSTRUCTION

AND DEMOLITION WASTE MANAGEMENT.

Work to take place between and next to occupied classroom buildings that contain special testing activities. These activities may require the shut down or delay of certain construction activities. Set aside a "Quiet Day" every Friday where noisy activities are minimized to the fullest extent possible. This "Quiet Day" can be moved, pending a 21 calendar day notification, to another day of the week. Follow the noise regulation requirement of the City of Monterey unless given permission by the COR & ACO.

Ensure contact with DPW, Garrison, or DLI personnel goes through the COR &

ACO.

Special Storm Water Requirements: If ground disturbance of one acre or greater occurs enroll project under the Construction General Permit and have a SWPPP (Storm Water Pollution Prevention Plan) developed by a Qualified SWPPP Developer (QSD) prior to project start. Implement Best Management Practices (BMPs) as listed in the SWPPP by a Qualified SWPPP Practitioner (QSP). Comply with Waste Discharge Requirements for Storm Water Discharges from Small Municipal Separate Storm Sewer Systems (MS4) Phase II General Permit Order No. 2013-0001-DWQ, and Post-Construction Stormwater Management Requirements for Development Projects in the Central Coast Region Resolution NO. R3-2013-0032. If ground disturbance is less than one acre, comply with CASQA Stormwater BMP Handbook for Construction.

Archaeological Concerns

Survey the Area of Potential Effect (APE) along the project location, and monitor excavation activities to determine whether or not archaeological deposits are present. Deliver a survey and monitoring report to COR & ACO as a deliverable for Government Approval, see Section 01 57 19.

Although unlikely, it is possible for ground disturbing activity to expose prehistoric or historic archeological features and deposits. Such archeological resources on Federal land are protected by the Archeological and Historic Preservation Act of 1975; the Archeological Resources Protection Act of 1979; the Native American Graves Protection and Repatriation Act of 1990 and Section 106 of the National Historic Preservation Act of 1966, as amended, and its implementing regulations for the "Protection of Historic Properties" ( 36 CFR 800 ); Therefore, if archeological features or deposits be discovered during construction, demolition, excavation, grading, or related actions, suspend activity that would affect the discovered archeology, notify the Garrison Commander of the POM. Stop work in the vicinity of the discovery for 30 days until the site may be evaluated by an archaeologist that meets the standards of the Secretary of the Interior and required consultation/coordination can be completed with the State Historic Preservation Officer and, when American Indian archeology is included in the discovery, representatives of the Native American Indian community.

Partnering: The objectives are effective and efficient Contract performance and are intended to achieve completion within budget, on schedule and in accordance with drawings and specifications. To implement this partnership initiative, arrange, within 60 calendar days of Notice To Proceed, a one-day partnership development seminar/team building workshop that covers the following elements: Commitment, Trust, Communication, Roles &

SECTION 01 00 00 Page 8

Responsibilities, Timely Responsiveness, Mutual Goals, Conflict Management, Dispute Resolution and project specific issues. Arrange for a meeting location to accommodate at least 40 people (made up of the Contractor's key on-site personnel, key subcontractors, and key Government personnel) and hire a Facilitator to conduct the workshop. Develop a Team Charter, along with a Workshop Report, and distribute to each participant at the conclusion of the workshop.

1.11 ACCESS AND GENERAL PROTECTION AND SECURITY POLICY AND PROCEDURES

Applicable Access attachments are as follows:

a. Access Procedures - POM Citizen

b. Access Procedures - POM NonCitizen

c. Access Procedures - Camp Roberts - USASACR Vetting Form V5

1.11.1 Level 1 AT Awareness training

Level 1 AT Awareness training. All contractor employees, to include subcontractor employees, requiring access to Army installations, facilities and controlled access areas shall complete AT Level I awareness training within 14 calendar days after contract start date or effective date of incorporation of this requirement into the contract, whichever is sooner, and submit completion certificates for all effected contractor and subcontractor employee(s) to the COR or the COR & ACO (if no COR is assigned), within five (5) calendar days after completion. Level 1 AT Awareness training may be accomplished via "JS-US007: Level I AT Awareness Training" computer-based training (CBT) for CAC and non-CAC users through Joint Knowledge Online website: http://jko.jten.mil.

1.11.2 Installation Access, Army Protection policies and Physical Security procedures

2.a. Contractor and subcontractor agencies will pre-screen their candidates using the E-Verify program.

2.b. Contractor will provide all information required for background checks to meet installation access requirements to be accomplished by installation Provost Marshal Office, Director of Emergency Services or Security Office. Contractor workforce must comply with all personal identity verification requirements (FAR clause 52.204-9, Personal Identity Verification of Contractor Personnel) as directed by DOD, HQDA and/or local policy.

2.c. Should the Force Protection Condition (FPCON) change at any DOD installation or facility, the Government may require changes in contractor security matters or processes. During FPCONs Charlie and Delta, non-mission essential services may be discontinued. The Garrison Commander (or their designee) will notify the COR when to resume services once the FPCON level is reduced to FPCON Bravo or lower.

2.d. Contractor will designate specific, authorized work areas and travel routes, and will ensure contractor personnel do not attempt to access installation areas that are not under the purview of the contract SOW.

While performing work on this contract, contractor employee ID badge(s) will be worn at all times in a conspicuous place on the front of exterior clothing and above the waist except when prohibited by a safety risk assessment. Contractor vehicles will also be easily identified and if vehicle placards are used, they will be displayed on the front vehicle

SECTION 01 00 00 Page 9 dashboard.

2.e. Safeguard all contractor and Government property (if any), personnel and information, and secure facilities. Comply with Lock and Key control requirements and ensure procedures are accomplished in accordance with AR 190-11, Chapter 3; and AR 190-51, Appendix D. If compliance is not possible, notify the COR. The Contractor shall maintain all work areas in a manner as to minimize the risk of injury or accident to personnel who may be in the area. Contractor will establish and implement methods to ensure that all keys/key cards/lock combinations issued to the Contractor by the Government are not lost or misplaced nor used by unauthorized persons. The Contractor shall develop procedures covering key control that shall be included in the QCP to include key issue, turn-in and reporting lost key/key cards to the COR. Government-issued keys may be duplicated by the installation locksmith only; the total cost of re-keying or the replacement of the lock or locks shall be deducted from the monthly payment due the Contractor. In the event a master key is lost or duplicated, all locks and keys for that system shall be replaced by the Government and the total cost deducted from the monthly payment due the Contractor.

1.11.3 Government-issued Common Access Card (CAC) or Identification (ID) cards

If one is required for contractor personnel working under this contract, it will be issued at no financial cost, and will be worn at all times in a conspicuous place on the front of exterior clothing and above their waist unless doing so creates an unsafe or unhealthy condition. The Contractor is responsible for accounting for and collecting CACs/ID cards upon completion of the contract or termination of contractor employee. A listing of CACs/ID cards shall be furnished to the COR & ACO prior to the contract performance date and updated as needed to reflect Contractor and Subcontractor personnel changes. Lost, stolen, or broken CACs/ID cards are to be reported immediately to the COR. Personnel leaving the Contractor's service shall turn in CACs/ID cards to the COR upon the employee's last day of work. Failure to lost or stolen CAC/ID Card or surrender the CACs/ID cards could result in a security violation and monetary reduction to the contract.

3.a. For contractors requiring Common Access Card (CAC). A contractor employee will be issued a CAC only if their duties involve one of the following: (1) Both physical access to a DoD facility and access to DoD networks remotely or on-site; (2) Remote access to a DoD network using DoD-approved remote access procedures; or (3) Physical access to multiple DoD facilities or non DoD-controlled facilities on behalf of the DoD on a recurring basis for six (6) months or more. IAW Army Directive 2014-05, a favorably adjudicated National Agency Check with Inquiries (NACI) or an equivalent or higher investigation is required prior to issuing a CAC to contractor personnel. At the discretion of the sponsoring activity, an initial CAC may be issued based upon a favorable review of the FBI fingerprint check and a successfully scheduled NACI by the Office of Personnel Management (OPM).

3.b. For contractors that do not require CAC, but require access to a DOD installation, facility or controlled area. Contractor and all associated sub-contractors shall comply with adjudication standards and procedures using the National Crime Information Center Interstate Identification Index (NCIC-III) and Terrorist Screening Database (TSDB) (Army Directive 2014-05/AR 190-13), installation access, Army Protection

SECTION 01 00 00 Page 10 policies and specific physical security procedures in previous paragraphs above.

1.11.4 iWATCH Training

The Contractor and all associated subcontractors shall brief all employees on the local iWATCH, Corps Watch, or See Something, Say Something program (training standards provided by the requiring activity). This locally developed training will be used to inform employees of the types of behavior to watch for and instruct employees to report suspicious activity to the COR. This training shall be completed within 30 calendar days of contract award and within 30 calendar days of new employees commencing performance with the results reported to the COR NLT 5 calendar days after contract award.

1.11.5 Army Training Certification Tracking System (ATCTS) registration for contractor employees who require access to government information systems

All contractor employees with access to a government information systems must be registered in the ATCTS (Army Training Certification Tracking System) at commencement of services, and must successfully complete the DOD Information Assurance Awareness prior to access to the IS and then annually thereafter.

1.11.6 For contracts that require OPSEC Training

Per AR 530-1, Operations Security, the contractor employees must complete Level I OPSEC Awareness training. New employees must be trained within 15 calendar days of their reporting for duty and annually thereafter.

Web-based training is available via:

https://securityawareness.usalearning.gov/opsec/index.htm.

1.11.7 For contracts that require handling or access to classified information

Contractor shall comply with FAR 52.204-2, Security Requirements. This clause involves access to information classified "Confidential," "Secret," or "Top Secret" and requires contractors to comply with- (1) The Security Agreement (DD Form 441), including the National Industrial Security Program Operating Manual (DOD 5220.22-M); and (2) any revisions to DOD 5220.22-M, notice of which has been furnished to the contractor.

1.12 SITE CONDITIONS

The native surface soils at POM are generally an aeolian soil (silty sand, sandy silt). This overlies residual soil (clayey sand or sandy clay) on bedrock. The bedrock is of varying degrees of weathering depending upon relative location to drainage features, fractures, joints and susceptibility of rock to weathering. Consequently the subsurface profile can be quite irregular and erratic even over short horizontal distances.

It is not unusual to find lenses, ledges, or boulders of fresh rock and zones of weathered rock within the soil mantle well above the general "fresh" bedrock level. Based on our experience, soil and weathered rock that causes refusal of the standard penetrometer advancement can normally be excavated with conventional construction machinery. To effectively remove soil or weathered rock that cause refusal of the standard penetrometer requires equipment with ripping implements. Furthermore, our experience has shown that material encountered during explorations that causes auger refusal (rock) generally requires blasting, pneumatic

SECTION 01 00 00 Page 11 hammering or other methods for efficient removal. This is particularly true of excavations within confined areas. Depending on several factors such as joints, fractures, bedding, equipment, and skill of equipment operators. It may be possible to remove some "auger refusal" materials by ripping. Excavate material (soil, weathered rock, or rock) to the specified grades regardless of the type of materials encountered. No additional money is paid for excavation of rock to a point 6 inches below indicated depth.

a. The aeolian soils at the POM are moderately permeable and offer little resistance to percolation, however the underlying residual soils are highly impermeable and block percolation. If ground water was not observed in the borings (if performed),after periods of rainfall the interface between the aeolian and residual soils often becomes saturated. As with most soils this increased moisture results in a soil with lower shear strength and potentially may become unstable when overstressed by heavy construction equipment. To minimize the amount of overstressing it is necessary to use light construction equipment to remove and transport the soil. Excavate material to the required grade regardless of its classification or moisture state.

Remove and replace materials found to be potentially unstable or unstable, beyond the limits of required excavation. If applicable, additional boring and subsurface investigation may be required.

1.13 SALVAGE RIGHTS, WOOD PRODUCTS

Materials and equipment not designated for reuse or salvage become the property of the Contractor.

1.14 HAUL ROUTE PLAN

This plan includes offices, material storage areas, and structures and the access routes to these areas. Indicate haul routes from the sites through the military reservations to major highways. Do not block or obstruct traffic signs, special limits, warning devices, lighting and other such safety devices required by EM 385-1-1, OSHA, local cities, and Cal Trans (on state roads). Make provisions in the plan for alternate routes when excavations block designated haul routes. Revised and resubmitted the plan if the haul routes being used are not as shown on the plan. Provide the Haul Route Plan to the USACE Project Engineer and the COR, at least 2 weeks prior to using the haul route in order to get Garrison review and approvals.

Coordination with Technical Specifications: Coordinate work for sections such as Demolition, Grading, Tree Removal, and other sections with excavations. For additional information regarding this plan, see Section 31 11 00- Clearing and Grubbing.

Protection of Land Resources: Include the requirements of Section 01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS in the Haul Plan.

1.15 HAZARDOUS NOISE AREA

Work area is located within a high noise area and can be hazardous to hearing. Provide adequate ear protection for personnel at the job site.

1.16 COLOR SCHEME FOR CONTRACTOR FACILITIES

Storage and operational facilities including temporary structures, signs

SECTION 01 00 00 Page 12 and fencing, that remain at the site are to be compatible with the color scheme used on the project signs as directed by the COR & ACO.

1.17 RED ZONE MEETING

Approximately 42 calendar days prior to anticipated Beneficial Occupancy Date (BOD), conduct the Red Zone Meeting to discuss the close-out process, and to schedule the events and review responsibilities for actions necessary to produce a timely physical and fiscal project close-out.

PART 2 PRODUCTS

2.1 GOVERNMENT FURNISHED MATERIALS

The Government will provide electronic contract documents prior to the preconstruction conference that contains the materials specified in SECTION

01 78 00 CLOSEOUT SUBMITTALS

PART 3 EXECUTION

3.1 AFTER AWARD DOCUMENTS

Provide conformed specifications in hard copy reproduced from the PDF Contract Documents. Hard copy drawings consist of sets of ANSI D (22 inches by 34 inches) and sets of half size (11 inches by 17 inches) 3-hole punched and bound with metal posts. Ensure specifications are standard letter (8-1/2 inches by 11 inches), 3-hole punched, and bound with metal posts. Submit specifications and drawings within 5 work days .

-- End of Section --

SECTION 01 00 00 Page 13

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 10 00.30.30 44

JOC STATEMENT OF WORK

PART 1 GENERAL

1.1 SCOPE OF WORK

1.2 GENERAL INFORMATION

1.3 PERIOD OF PERFORMANCE

1.4 DOCUMENTS

1.5 KEY PERSONNEL

1.5.1 Project Manager

1.5.2 Superintendent

1.5.3 Quality Control Manager (QCM)

1.5.4 Estimator

1.5.5 Site Safety and Health Officer (SSHO)

1.5.6 Project Scheduler

1.6 Job Order Contract TECHNICAL SPECIFICATIONS

1.7 BUILDING CODES

1.8 UNIT PRICE BOOK (UPB) AND SOFTWARE REQUIREMENTS

1.9 Job Order Contracting (JOC) STANDARD OPERATING PROCEDURES (SOP)

PART 2 PRODUCT (NOT USED)

PART 3 EXECUTION (NOT USED)

SECTION 01 10 00 Page 1

SECTION 01 10 00.30.30 44

JOC STATEMENT OF WORK

Mai nt enance, Repai r , Upgr ade and Const r uct i on of Real Pr oper t y Faci l i t i es at Pr esi di o of Mont er ey ( POM) , Cal i f or ni a

01 MAY 2023

PART 1 GENERAL

1.1 SCOPE OF WORK

The Contractor shall provide, upon receipt of a task order, all work, materials, supplies, parts (to include system components), plant, supervision, labor, transportation, and equipment (except when specified as Government Furnished), for maintenance, repair, upgrade and construction of real property facilities at POM, to include all property managed by U.S. Army Garrison POM, to include Ord Military Community (OMC) and the US Army Signal Activity POM Enclave (UPE), CA, and the related services as specified in strict accordance with all the terms, conditions, special contract requirements, specifications, drawings, attachments, and exhibits contained in the contract or incorporated by reference as follows.

The Contractor's work and responsibility shall include all contractor planning, programming, administration, and management necessary to provide all facets of work for the construction and related services as specified.

The work shall be conducted by the Contractor in strict accordance with the contract and all applicable Federal, State of California, and local laws, regulations, codes or directives. The Contractor shall ensure that all work provided meets, or exceeds the critical reliability rates or tolerances specified or included in the applicable documents. The Contractor shall provide related services such as preparing and submitting required reports, performing administrative work, and submitting necessary information as specified under this contract and within individual task orders.

1.2 GENERAL INFORMATION

The Contracting Officer or appropriately designated Job Ordering Official will issue to the Contractor a Request for Proposal (RFP). The Contractor shall be responsible for estimating the level of effort required to perform the requested work. The Government will provide the basic requirement to the Contractor detailing the task to be accomplished. The detail provided will vary from a general idea of what is required with no drawings to complete design documents, depending on the complexity of the project. The Contractor shall submit a complete detailed proposal of items required to perform the work required by the task order, within the time frame stated in the RFP.

The proposal must be of sufficient detail and broken out so that the Government can readily determine if estimated quantities and level of effort is adequate to meet requirements for each task and subtask.

1.3 PERIOD OF PERFORMANCE

Maximum dollar value of the contract, including option years, shall not exceed $20,000,000. The performance period for this Job Order Contract is

SECTION 01 10 00 Page 2 as follows:

a. Base Year: 365 calendar days, estimated annual capacity $4,000,000.

b. Option Year 1: 365 calendar days, estimated annual capacity $4,000,000

c. Option Year 2: 365 calendar days, estimated annual capacity $4,000,000

d. Option Year 3: 365 calendar days, estimated annual capacity $4,000,000

e. Option Year 4: 365 calendar days, estimated annual capacity $4,000,000

Each task order issued under this contract shall have a negotiated period of performance.

1.4 DOCUMENTS

Use the following documents in the execution of the work under this contract:

Job Order Contract (JOC) Division 01 General Requirements Job Order Contract (JOC) Technical Specifications Building Codes Unit Price Book (UPB) And Software

AFARS 5117.9

1.5 KEY PERSONNEL

The Government requires the following key positions to be the absolute minimum acceptable level of management staffing requirements: Project Manager, Superintendent, Quality Control Manager, Site Safety and Health Officer (SSHO) and Estimator. Key personnel employed under the awarded contract shall meet the minimum qualifications described in the paragraphs below. All personnel performing in the described positions shall be direct employees of the prime contractor; none of these functions is allowed to be subcontractor below the prime contractor.

1.5.1 Project Manager

This individual shall be a full-time, dedicated employee of the prime contractor and speak fluent English. The Project Manager shall possess a minimum of 10 years of experience in the Construction field, with at least five (5) of those 10 years of experience in construction management, and shall possess at least an associate's degree in one of the following disciplines: Engineering, Architecture,Construction Science, Business Management, or Construction Management. The Project Manager shall have the maturity and business acumen to manage the entire effort, successfully plan and execute all task orders, and possess extensive understanding of and familiarity with the principles, methods, and techniques of architectural, civil, mechanical, and electrical engineering. The Project Manager shall be vested with the authority to commit the contractor and act as an official representative of the company. The Project Manager shall have documented work experience in Federal government construction contracts, and be completely familiar with all Federal regulations relative to conducting construction on a Federal installation, to include all environmental and preservation implications.

1.5.2 Superintendent

A superintendent shall be assigned to task order worksites in accordance with FAR clause 52.236-6. The superintendent shall be a full- time employee of the prime contractor, speak fluent English, and be directly accountable to the PM. To avoid conflicts of interest, superintendents shall not perform dual functions on the same jobsite; e.g., SECTION 01 10 00 Page 3 superintendents shall not perform additional duties in a quality control management or safety officer role on a covered task order. Each superintendent shall possess a minimum of seven (7) years documented journeyman level work experience in the construction field, with no less than three (3) years of that experience being in a supervisory position.

The individual(s) shall provide verification of credible qualifications through a recognized union in the construction trades environment. Each superintendent shall manage no more than a total of four (4) active projects at any given time, provided there is no more than 10 minutes travel time between job sites. Superintendence of the job can be supplemented with competent job site foremen who are knowledgeable and experienced in the type of work being performed on the site. The individual(s) identified will be responsible for timely progress and completion of all assigned work, and be wholly devoted to the supervision of work in progress under this contract and task orders issued there from only. The superintendent shall be responsible for maintaining the approved progress schedule (schedule of values).

1.5.3 Quality Control Manager (QCM)

This individual shall be a full-time, dedicated employee of the prime contractor, speak fluent English, and be directly accountable to the corporate level Quality Control Manager only. As the QCM, this individual shall be responsible for the overall quality of work performed under this contract, and possess knowledge of and show current license/certification in a 40-hour OSHA Safety Inspection Certification and the US Army Corps of Engineers Quality Control Training Course. The QCM and any utilized support staff shall remain autonomous to the corporate level Quality Control Manager and not be influenced by other members of the on-site staff. The QCM shall have a minimum of five (5) years of experience in construction quality control in Department of Defense agency (i.e., Corps of Engineers, Air Force, Navy, Marine Corps, etc.) activities. The QCM SHALL NOT HAVE OTHER DUTIES THAN QUALITY CONTROL. Should the QCM fail to be dedicated solely to quality control functions identified herein, or be otherwise directed to perform outside these boundaries, this shall be construed as a contract violation. The QCM shall possess adequate skills and experience to implement and enforce the Contractor's Quality Control Plan (see detailed Quality Control Plan requirements at TE A, Division 1, General Requirements). There shall be only one QCM under the contract. An alternate QCM, meeting the same qualification standards stated herein, may be utilized during short absences of the QCM; however, an alternative QCM shall not perform in that capacity when the assigned QCM is present. The QCM and any quality control staff shall have adequate construction work experience to detect violations in all construction phases, and all disciplines (mechanical, electrical, plumbing, and civil) of construction quality control. The Government has determined that adequate construction work experience is expertise in all four disciplines (mechanical, electrical, plumbing, and civil), and show current license/certification in their respective areas of expertise (whether it be mechanical, electrical, plumbing or civil). The quality control support staff shall be directly accountable to the quality control management chain of command without influence from production.

1.5.4 Estimator

This individual shall be a full-time, dedicated employee of the prime contractor, speak fluent English, and be directly accountable to the Project Manager. The Estimator shall have a minimum of eight (8) years of

SECTION 01 10 00 Page 4 documented work experience estimating construction work in multiple construction disciplines, with no less than three (3) of the eight (8) years of experience utilizing commercially developed construction pricing guides. In the absence of the Project Manager, the Estimator shall prepare and negotiate task order proposals.

1.5.5 Site Safety and Health Officer (SSHO)

Provide an SSHO that meets the requirements of EM 385-1-1 Section 1. SSHO ensures the requirements of 29 CFR 1926.16 are met for the project. The SSHO must ensure each project site is visited daily. Provide a Safety oversight team that includes a minimum of one person at each project site to function as the Site Safety and Health Officer (SSHO). Ensure the SSHO or an equally-qualified alternate SSHO is at the work site at all times to implement and administer the Contractor's safety program and Government-accepted Accident Prevention Plan. Ensure the SSHO and alternate SSHO have the required training, experience, and qualifications in accordance with EM 385-1-1 Section 01.A.17, and associated sub-paragraphs. The Contractor shall provide a fully qualified SSHO for up to and every four awarded taks orders siutated within a 10-minute commute of one another.

If the SSHO is off-site for a period longer than 24 hours, provide an equally-qualified alternate SSHO who fulfills the same roles and responsibilities as the primary SSHO. When the SSHO is temporarily (up to 24 hours) off-site, a Designated Representative (DR), as identified in the AHA may be used in lieu of an Alternate SSHO, and must be on the project site at all times when work is being performed. Note that the DR is a collateral duty safety position, with safety duties in addition to their full time occupation.

Additional Site Safety and Health Officer (SSHO) Requirements and Duties

The SSHO may not serve as the Quality Control Manager. The SSHO may not serve as the Superintendent.

1.5.6 Project Scheduler

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

1.6 Job Order Contract TECHNICAL SPECIFICATIONS

Furnish materials and equipment conforming to the requirements specified in the task order, or if not in the task order, in the Unified Facilities Guide Specifications (UFGS) which can be downloaded from the Whole Building Design Guide website at https://www.wbdg.org/ffc/dod/unified-facilities-guide-specifications-ufgs.

The UFGS are unedited guide specifications that require editing to fit the requirements of the task order. They are in the SpecsIntact format (.sec) and can only be edited using the SpecsIntact software which can be downloaded free of charge at http://specsintact.ksc.nasa.gov/. The guides are numbered and organized inaccordance with the Construction specification Institute’s (CSI) 2010 Master Format, from Division 01

SECTION 01 10 00 Page 5 through 33. The intent of these specifications is to furnish concise industrial and/or commercial standards for maintenance and repair of Government facilities. Sacramento District JOC Construction Specifications, dated April 2023, and included in the base contract.

Project specific specifications shall be included/referenced in each task order. The intent of these specifications is to furnish concise industrial and/or commercial standards for maintenance and repair of Government facilities.

1.7 BUILDING CODES

All work shall meet or exceed applicable Building Codes.

1.8 UNIT PRICE BOOK (UPB) AND SOFTWARE REQUIREMENTS

The UPB contains pricing information for the description of work to be accomplished for the unit of measure specified.

1.8.1 COST ESTIMATING SOFTWARE REQUIREMENTS: The Contractor shall purchase, maintain, and use the latest version of e4Clicks Basic. The Contractor shall use e4Clicks software to estimate and submit all of their estimates, both electronically and on paper. The Contractor is responsible for deciding the number of copies of the software that they will need to support their contract requirements.

1.8.1.1 Information on this software and pricing can be obtained by emailing sales@4Clicks.com and this requirement is for the POM Job Order Contract. Contractors can contact 4Clicks to request and see if they qualify for a 30 day trial version of e4Clicks and RSMeans electronic pricing. FAR Part 51 allows the Contracting Officer to issue a Letter of Authorization to give us permission to provide the awarded contractor with GSA pricing. You will need to request, obtain and submit this to us should you be the successful contractor.

1.8.1.2 The Contractor shall provide both the most current version of the software program and databases and the annual updates to both, as they become available from 4Clicks, for the life of the contract. The Contractor and the Government shall both have the most current version of the software and databases at all times.

1.8.2 DEFINITIONS

1.8.2.1 Unit Price Book (UPB): The list and price information for all pre-priced items covered in this contract. The UPB shall include the base cost pricing from the RSMeans Facilities Cost Data Guide, RSMeans Assemblies and the RSMeans Master Composite Cost Data Guides – consisting of Building Construction, Electrical, Mechanical, Plumbing, Green Book, Interior, Site Work & Landscape, Concrete & Masonry and Heavy Construction Cost Data. The UPB shall also include RSMeans trades line items, selective demolition line items, removal and replacement line items, average line items, and Government Furnished Materials line items.

1.8.2.2 Line item: An item or system denoted in the UPB by a unique line item number.

1.8.2.3 Bare costs: The cost of a line item without any multiplier.

1.8.2.4 Multipliers: All factors added to the bare cost pricing of the UPB. This includes the City Cost Index (CCI) and the Contractor’s

SECTION 01 10 00 Page 6 coefficients.

1.8.2.5 Pre-priced line item: A line item from the UPB with approved changes.

1.8.2.6 Non-pre-priced line item (NPI): A line item that is not a pre-priced line item.

1.8.2.7 Conventional line item: A line item listed directly from an RSMeans Cost Data Guide(s).

1.8.2.8 RSMeans trades line item. These are the bare cost hourly rates found in the back of the annually published RSMeans hardback books.

1.8.2.9 Selective demolition line item: The removal of material with no concern for its replacement. If a line item can be found in the UPB for selective demolition, that line item will be used. If there is no line item for selective demolition, the Contractor will locate the line item in the UPB.