Technical Exhibit A Div 01 General Requirements 02 May 2024.pdf

Tracy Defense Distribution Depot Job Order Contract

PROJECT TABLE OF CONTENTS Page 1

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 00 00 GENERAL REQUIREMENTS

01 10 00 JOC STATEMENT OF WORK

01 32 01 PROJECT SCHEDULE

01 33 00 SUBMITTAL PROCEDURES

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00 QUALITY CONTROL

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

01 45 35 SPECIAL INSPECTIONS

01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS

01 57 23.01 SMALL PROJECT TEMPORARY STORM WATER POLLUTION CONTROL

01 58 00 PROJECT IDENTIFICATION

01 71 10 MOBILIZATION AND DEMOBILIZATION

01 72 00 ALTERATIONS TO EXISTING FACILITIES

01 74 19 CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL

01 78 00 CLOSEOUT SUBMITTALS

01 78 23 OPERATION AND MAINTENANCE DATA

01 78 24 FACILITY DATA REQUIREMENTS

01 91 00.15 TOTAL BUILDING COMMISSIONING

-- End of Project Table of Contents --

SECTION 01 00 00 Page 1

SECTION 01 00 00

GENERAL REQUIREMENTS

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 PRICING OF CONTRACTOR-FURNISHED PROPERTY

1.6 GENERAL SAFETY REQUIREMENTS

See Section 01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS.

1.7 TEMPORARY ELECTRIC WIRING

1.7.1 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 2

1.7.2 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.

1.7.3 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.

1.8 UTILITIES

1.9 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.

1.9.1 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 3

1.9.2 Street Closures

Coordinate street closures with the COR & ACO Representative (COR) and

Tracy Depot 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.

1.9.3 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 Tracy Depot 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.

1.9.4 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 durables, 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.

1.9.4.1 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.

1.9.5 Occupied Buildings

Limit access to the building's occupants. Coordinate work with the COR &

ACO to ensure adequate provisions are made for personnel vehicular access for loading or unloading, if required by the user.

1.10 EXCAVATION PERMITS

Obtain excavation permits issued from Tracy Defense Depot Engineering

Division. Processing time required is 14 calendar days. Direct questions concerning the excavation permit to Tracy Defense Depot Engineering

Division.

1.11 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 4

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 or negligence 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.

(Tracy Depot ) /

Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec

6 5 5 4 1 0 0 0 0 1 4 5

1.12 SPECIAL CONSTRUCTION PROCEDURES Tracy Depot

Contractor Yard Site:

Tracy Defense Depot Engineering Division will not provide permanent yard space or indoor storage to the contractor. The Government will provide temporary space for an office trailer and laydown yard near the job site as required per the project.

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 Tracy Defense Depot Engineering Division in satisfactory condition before transfer of construction, unless prior arrangement has been made.

Maps and drawings are available from the Tracy Defense Depot Engineering Division.

The Tracy Defense Depot Engineering Division will 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. Implement energy and water conservation measures.

Major energy and water savings retrofit projects have been undertaken at Tracy Depot. It is requested where possible to incorporate the same energy and water savings technologies.

Cut sheets and submittals are available at the Tracy Defense Depot Engineering Division

Obtain mark and locate services (USA NORTH at 1-800-642-2444 or https://usanorth811.org) and submit written proof of compliance to the Contracting

Officer. Additionally, notify the Contracting Officer no less than 28 calendar days

SECTION 01 00 00 Page 5 prior to requesting for a scheduled utility service

SECTION 01 00 00 Page 6 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 Tracy Defense

Depot Engineering Division 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.

Planned utility outages and street closures: Notify Contracting Officer 28 calendar days prior to closure. Provide back-up power supply during scheduled or unscheduled outages.

Coordinate and pay Tracy Water (M1W) fees. Back copy Tracy Defense Depot

Engineering Division with permits and final inspection documents.

Coordinate payment of fees and permit submittal to Mothe city of Tracy

Water Pollution Control Agency with Tracy Defense Depot Engineering Division.

Provide Material Safety Data Sheets (MSDS) to Tracy Defense Depot

Engineering Division through the Contracting Officer 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.

Ensure the Safety Officer meets the health and safety requirements contained in Section 01 35 26 of this solicitations.

Include a recycling and solid waste minimization plan and non-hazardous solid waste diversion reports in the Environmental Protection Plan and submitted to the Contracting Officer. (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 five 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.

SECTION 01 00 00 Page 7

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

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

AND DEMOLITION WASTE MANAGEMENT.

Ensure contact with Tracy Defense Depot Engineering Division, or the

Garrison goes through the Contracting Officer.

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 Contracting Officer 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 & 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

SECTION 01 00 00 Page 8

Charter, along with a Workshop Report, and distribute to each participant at the conclusion of the workshop.

1.13 ACCESS AND GENERAL PROTECTION AND SECURITY POLICY AND PROCEDURES

Applicable Access attachments are as follows:

a. Access Procedures - Tracy Depot

1.13.1 Level 1 AT Awareness training

Level 1 AT Awareness training. All contractor employees, to include subcontractor employees, requiring access to Department of Defense(DOD) 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 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.

1.13.2 Installation Access, DOD Protection policies and Physical Security procedures

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

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.

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.

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 dashboard.

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 http://jko.jten.mil/

SECTION 01 00 00 Page 9 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.

1.13.3 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 policies and specific physical security procedures in previous paragraphs above.

1.13.4 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

SECTION 01 00 00 Page 10 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.

1.13.5 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.

1.13.6 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.

Comply with applicable installation, facility and area commander installation and facility access and local security policies and procedures (provided by government representative). Provide information required for background checks to meet installation and facility access requirements to be accomplished by installation Provost Marshal Office, Director of Emergency Services or Security Office. Comply with personal identity verification requirements as directed by DOD, , and local policy.

1.13.7 For contractors requiring Common Access Card (CAC)

An interim CAC can be issued based on a favorable review of the FBI fingerprint check and a successfully scheduled NACI at the Office of

Personnel Management. Obtain a CAC only if duties involve one of the following:

Both physical access to a DoD facility and access, via logon, to DoD networks on-site or remotely.

Remote access, via logon, to a DoD network using DoD-approved remote access procedures.

Physical access to multiple DoD facilities or multiple non-DoD federally controlled facilities on behalf of the DoD on a recurring basis for a period of 6 months or more.

1.13.8 For contractors not requiring Common Access Card (CAC)

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), applicable installation, facility, and area commander installation and facility access and local security policies and procedures (provided by government representative, as NCIC and TSDB are available), or, at OCONUS locations, in accordance with status of forces agreements and other theater regulations.

SECTION 01 00 00 Page 11

1.13.9 Employment Restrictions

Installation is designated as a restricted area in accordance with DoD

Regulation 5200.08, ""Physical Security Program: Access to DoD

Installations"". As required by paragraph 3.3.C.(5) DoD Components may grant unescorted access to individuals without U.S. citizenship based on the installation's characteristics or mission. In situations where an installation requires U.S. Citizenship for unescorted access to due to characteristics or mission, acceptable proof of citizenship can be demonstrated with any one of the following: 1) An unexpired U.S. Passport or passport card, 2) An original or certified true copy of a birth certificate issues by a State, territory, possession, or the District of

Columbia bearing a raised seal, 3) A certificate of naturalization (Form

N-550 or N-570), 4) A consular record of Birth Abroad, 5) Other documents established by DoD Component-level policy A State issued REAL ID is required for employees entering UPE.

1.14 SITE CONDITIONS

The native surface soils at Tracy Depot are generally a duripan solid type, or many layers. The soil is extremely hard with a brown to reddish brown surface or soil horizon with a loam (combination of sand, silt and clay) texture that has accumulation of organic matter. The next underlying horizon is similar in soil to the surface horizons. This horizon with a dramatic increase in clay which restricts root and water penetration, is about 15-30 inches from the surface of the soil. . 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 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.

1.15 SALVAGE RIGHTS, WOOD PRODUCTS

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

1.16 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

SECTION 01 00 00 Page 12 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.

1.17 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.

1.18 COLOR SCHEME FOR CONTRACTOR FACILITIES

Storage and operational facilities including temporary structures, signs 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.

1.19 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 10 00 Page 1

SECTION 01 10 00.30.30 44

JOC STATEMENT OF WORK

Maintenance, Repair, Upgrade and Construction of Real Property Facilities at Tracy Defense Distribution Depot, Tracy

California

17 January 2024

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 Tracy Defense Depot, California 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, States 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 PERIOD OF PERFORMANCE

Maximum dollar value of the contract, including option years, shall not exceed $15,000,000. The performance period for this Job Order Contract is as follows: Base Year: 365 calendar days, estimated annual capacity

$3,000,000

a. Option Year 1: 365 calendar days, estimated annual capacity $3,000,000

b. Option Year 2: 365 calendar days, estimated annual capacity $3,000,000

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

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

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

1.3 GENERAL INFORMATION

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

SECTION 01 10 00 Page 2

The Contractor shall perform major repair, maintenance, and minor construction defined in each task order. The Contractor shall provide all labor, material and equipment in sufficient quantities to meet approved requirements. The Contracting Officer or appropriately designated Ordering Officer 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

1.4 DOCUMENTS

The following documents shall be utilized in the execution of the work under this contract: Job Order Contract Job Order Contract (JOC) Division 01 General Requirements

Job Order Contract (JOC) Technical Specifications (Unified Facilities

Guide Specifications (UFGS)

Building Codes Unified Facilities Criteria (UFC)

Joc Price Book (JOCPB) and Software

AFARS 5117.9

1.5 JOB ORDER CONTRACT DIVISION 01 GENERAL REQUIREMENTS

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 UFGS which can be downloaded from the Whole Building Design Guide website at https://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 Specs Intact format (.sec) and can only be edited using the Specs Intact software which can be downloaded free of charge at http://specsintact.ksc.nasa.gov/. The guides are numbered and organized in accordance with the Construction specification Institute's (CSI) 2010 Master Format, from Division 01 through 48. 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 Division 01 General Requirements dated 17 April 2024, 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.

http://specsintact.ksc.nasa.gov/

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1.8 JOC PRICE BOOK AND SOFTWARE REQUIREMENTS

1.8.1 JOC PRICE BOOK AND SOFTWARE REQUIREMENTS

The Contractor shall purchase, maintain, and use the latest version of e4Clicks (e4Clicks) Basic or Professional Project Estimator. 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 which software application to purchase and the number of copies of the software that they will need to support their contract requirements.

1.8.1.1 ESTIMATING AND PROJECT MANAGEMENT SOFTWARE PACKAGE

The estimating and project management software package shall be

Windows-based software and shall be able to import and export estimates and projects electronically in a secured estimate file format. It shall be able to track projects by contract, contract year, estimator, customer and/or project location. It shall support project management tracking of project milestones, project costs, locations, contacts, and project notes.

It shall provide a means for document management, whereas the user can setup template documents, point and click and create new, project specific documents using the current project details. The software shall support multiple contracts, contractors, and coefficients. The software shall allow the Government to import the contractor's estimate, complete an electronic comparison and technical evaluation showing the Government's pre-negotiation strategy, as well as produce the contractor's revised estimate report to show the post negotiation changes made from the initial estimate to the final accepted estimate. The software shall be capable of handling multiple coefficients. The database shall contain all of the line items found in the RSMeans bound volumes included in the contract at the time of award. Software shall support Specification management; whereby specific line items will be linked to specific specifications and the user can automatically produce a detailed Specification document for each project as they build their estimates. The software shall support estimate line-item notes and takeoff both manually and via electronic drawings, providing the ability for instant drill down from a line-item quantity to the specific drawing and measurement. The software report engine shall support square foot planning and programming detailed reports for future projects and budgeting. All RSMeans databases shall be protected from being changed by any user. The software shall support all of the City Cost

Index data provided by RSMeans at the time of contract award, in addition to supporting Division Level Material/Installation, Division Level Weighted Average, and Weighted Average Material/Installation and Weighted

Average Totaling for Bare Cost pricing. The RSMeans data must be provided in both book description and full character descriptions. The software shall be able to export to Microsoft Excel™ and Adobe PDF™ file types as well as create electronic DOD Form 1354 Real Property documents

1.8.1.2 Information on this software and pricing can be obtained by emailing sales@4Clicks.com; notify them that this is for the USACE SPK

Tracy Defense Depot JOC contract. FAR Part

51 allows the Contracting Officer to issue a Letter of Authorization giving permission to provide the awarded Contractor with GSA pricing. The awarded Contractor shall request, obtain and submit the Letter of

Authorization in order to receive GSA pricing

1.8.1.3 e4Clicks might offer free 30 day evaluations to qualified contractors to evaluate the software and

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RSMeans, and to create model projects. Contractors shall contact e4Clicks to determine if they able to participate in this offering. E4Clicks will request a copy of the company electronic logo, the company location (city and state), and the estimator's first name, last name, email address, and phone number

1.8.2 DEFINITIONS

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

1.8.2.1 Joc Price Book (JOCPB): The list and price information for all pre-priced items covered in this contract. The JOCPB shall include the bare cost pricing from the RSMeans Facilities Construction Cost Data at the time of contract award. The JOCPB 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 JOCPB 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

JOCPB. This includes the City Cost Index (CCI) at the time of contract award, and the coefficients as described in the contract.

1.8.2.5 Pre-priced line item: A line item from the JOCPB 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 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 JOCPB 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 JOCPB. Then the Contractor will create an alternate pre-priced line item removing the cost for the material and equipment, and the remaining labor amount will be multiplied by 50%. This will be used as the means to demolish that item. This line item will be pre-priced. If the line item cannot be found in the JOCPB, the demolition will be an NPI

1.8.2.10 Removal and replacement line item: An item that is to be removed and then replaced without damaging the item. If a line item can be found in the JOCPB for removal and replacement, that line item will be used. If there is no line item for removal and replacement, the Contractor will locate the line item in the JOCPB. Then the Contractor will create an alternate pre-priced line item

SECTION 01 10 00 Page 5 removing the cost for the material and equipment, and the remaining labor amount will be multiplied by 150%. This will be used as the means to remove and replace that item. This line item will be pre-priced. If the line item cannot be found in the JOCPB, the demolition will be an NPI

1.8.2.11 Average line item: An item that is created by using a minimum and maximum line item. If an average line item can be found in the JOCPB, that line item will be used. If there is no line item for an average, but there is a line item for minimum and maximum and the average line item is applicable, the Contractor will locate the two-line items, the minimum and the maximum in the JOCPB. Then the Contractor will create an alternate pre-priced line item using the average total cost of the two-line items.

This will be used as a means to create an average line item when none exists. This line item will be pre-priced. If the minimum and maximum line item cannot be found in the

JOCPB, the average line item will be an NPI

1.8.2.12 Government Furnished Materials (GFM): On occasion, the

Government may choose to supply the Contractor with materials to accomplish project requirements. If this occurs, the line-item prices for labor and equipment only will be used. They are considered as pre-priced. The Contractor will not adjust the labor and equipment pricing.

The materials are to be cared for by the Contractor, and excess materials are to be returned to the Government.

1.8.2.13 All prices in the JOCPB are for completed and in-place construction unless explicitly described otherwise. Incidental fasteners, such as, nails, screws, bolts, weldments, connectors, and adhesives are included in the bare material cost. Unless specifically omitted in the

JOCPB line item description, testing, adjusting, balancing, and start-up of installed equipment is included in the unit price line number cost found in the JOCPB. Line items are for end finishes. For example, the line item price for concrete broom finish included all finishes necessary to result in the broom finish.

1.8.2.14 The JOCPB prices certain line items with a "Minimum

labor/equipment charge." This minimum charge is often the price a tradesman would charge to make a special visit to perform that work. If the Contractor is already on-site and the minimum is met, then this item shall not be used as an adjustment to the JOCPB line items

1.8.2.15 All line item prices assume the installation of the material under normal working conditions. This includes working from scaffolding when appropriate. In other words, the productivity for brick veneer is based upon working not only from the ground, but also from working on scaffolding. Therefore unless the division has specific height exceptions, no allowance or change to the unit price is required for working at different heights. The cost to rent and erect the scaffolding is included.

All scaffolding line items are based upon a one month rental of the scaffolding. Scaffolding is measured by the square foot of face area where the work is being performed (working height in feet multiplied by the length of the wall in feet) or, in the case of when scaffolding must be erected inside a structure in order to access the ceiling, by the cubic feet (volume) of the actual scaffolding components. Scaffolding is priced separately. There are line items for the material costs and line items for erection/dismantling. It is not appropriate to use the scaffolding line items separately for each subcontractor. Scaffolding shall be applied to the job cost once, and the

SECTION 01 10 00 Page 6 subcontractors are "allowed" to use it

1.8.2.16 Line items for mobilization and demobilization are for one or the other unless noted otherwise. Normally, a piece of equipment will need to be mobilized and demobilized. Therefore, the line item would normally be included twice per piece of equipment used. Small equipment placed in rear of truck or towed by a pickup truck is limited to those items included in the RSMeans crews.

1.8.3 PRICE DETERMINATION

1.8.3.1 CITY COST INDEX (CCI): The CCIs for this contract will be applied once, at the time of contract award, directly to the bare cost of each line item

1.8.3.2 The CCI's for task orders under this contract at Tracy Defense

Depot will be the CCI's for Tracy, California

1.8.3.3 Conventional line items will use the Weighted Average Total CCI.

1.8.3.4 PRE-PRICED LINE ITEMS: Bare cost line items from the Joc Price Book (JOCPB) will be summated with the CCI. The appropriate coefficient shall then be applied to the total. This is the pre-priced line-item total.

1.8.3.5 NON-PRE-PRICED LINE ITEMS: The non-pre-priced line items shall be summated and the appropriate coefficient applied. This is the non-pre-priced line item total.

1.8.3.6 FINAL PROJECT PRICE: The summation of the pre-priced and non-pre- priced line item totals shall result in the final project price.

1.8.3.7 COST ESTIMATE ORGANIZATION: Cost Estimates will be comprised of three…