Attch C-1 JB-MDL Electrical IDIQ SOW.pdf

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FA448425R0006 Solicitation for Electrical Systems-Inspections, Testing, Construction, Maintenance and Repairs
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FA4484
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This document is a detailed Statement of Work (SOW) for an Electrical Indefinite Delivery/Indefinite Quantity (IDIQ) contract at Joint Base McGuire-Dix-Lakehurst (JBMDL) in New Jersey. The comprehensive SOW covers electrical systems inspection, testing, construction, maintenance, repair, demolition, and replacement across the base's approximately 42,030 acres spread over Burlington and Ocean Counties.

The contract will involve work on various electrical systems including underground primary medium voltage electrical power distribution, utility electric service connections, interior electrical power distribution systems, interior and exterior lighting systems, fire alarm systems, voice and data cabling, lightning protection systems, and airfield electrical systems. Specific requirements include managing task orders, providing qualified personnel, maintaining safety standards, submitting detailed documentation, and adhering to federal, state, and local regulations. The contract will use a task order process where contractors will be selected through a competitive solicitation and evaluated based on technical capabilities and pricing, with an initial "seed" project used to determine qualified contractors.

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JBMDL – ELECTRICAL IDIQ

STATEMENT OF WORK

17 July 2024

ELECTRICAL

INDEFINITE DELIVERY INDEFINITE QUATITY

(IDIQ)

Joint Base McGuire-Dix-Lakehurst New Jersey and

SPECIFICATION

Prepared by:

787th Civil Engineer Squadron

IMPORTANT NOTE:

THE ELECTRICAL REQUIREMENTS SPECIFIED IN THIS DOCUMENT

PROVIDE A STANDARD BASELINE THAT APPLIES TO EACH

INDIVIDUAL TASK ORDER. THESE REQUIREMENTS ARE REQUIRED

AND SHALL BE USED IN EACH INDIVIDUAL TASK ORDER. IN CASE

OF ANY CONFLICT BETWEEN THE REQUIREMENTS AND THE

STATEMENT OF WORK IN EACH TASK ORDER, THE MORE STRINGENT

STANDARS SHALL BE FOLLOWED.

TABLE OF CONTENTS .................................................................................................. ERROR! BOOKMARK NOT DEFINED.

DIVISION 01 – GENERAL REQUIREMENTS

SECTION 01 11 00 - SUMMARY OF WORK

SECTION 01 32 01.00 10 – PROJECT SCHEDULE

SECTION 01 33 00 - SUBMITTAL PROCEDURES

SECTION 01 35 13 – SPECIAL PROJECT PROCEDURES

SECTION 01 35 26 – GOVERNMENT SAFETY REQUIREMENTS

SECTION 01 45 00 – QUALITY CONTROL

SECTION 01 57 19 – TEMPORARY ENVIRONMENTAL CONTROLS

SECTION 01 78 00 – CLOSEOUT SUBMITTALS

SECTION 01 78 23 – OPERATION AND MAINTENANCE DATA

SECTION 01 91 00.15 – EQUIPMENT/BUILDING COMMISSIONING

DIVISION 2 – EXISTING CONDITIONS

SECTION 02 82 00 – ASBESTOS REMOVAL

DIVISION 03 – CONCRETE

SECTION 03 30 00 – CAST-IN-PLACE CONCRETE

DIVISION 07 – THERMAL AND MOISTURE PROTECTION

SECTION 07 84 00 – FIRESTOPPING

DIVISION 26 – ELECTRICAL

SECTION 26 05 13.00 10 – MEDIUM-VOLTAGE CABLES

SECTION 26 05 19.00 10 – INSULATED WIRE AND CABLE

SECTION 26 08 00 – APPARTUS INSPECTION AND TESTING

SECTION 26 12 19.10 – THREE-PHASE, LIQUID-FILLED PAD-MOUNTED TRANSFORMERS

SECTION 26 12 21 – SINGLE-PHASE PAD-MOUNTED TRANSFORMERS

SECTION 26 13 00 – SF6 GAS INSULATED PAD-MOUNTED SWITCHGEAR

SECTION 26 27 13.10 30 – ELECTRIC METERS

SECTION 26 32 15.00 – ENGINE-GENERATOR SET STATIONARY 15-2500 KW, W/ AUXILIARIES

SECTION 26 36 23 – AUTOMATIC TRANSFER SWITCHES WITH BY-PASS/ISOLATION SWITCH

SECTION 26 41 00 LIGHTNING PROTECTIN SYSTEM

DIVISION 27 – COMMUNICATION

SECTION 27 10 00 – BUILDING TELECOMMUNICATIONS, VOICE & DATA CABLING SYSTEM

DIVISION 28 – ELECTRONIC SAFETY AND SECURITY

SECTION 28 08 10 – ELECTRONIC SECURITY SYSTEM ACCEPTANCE TESTING

DIVISION 31 – EARTHWORK

SECTION 31 00 00 – EARTHWORK

DIVISION 33 – UTILITIES

SECTION 33 71 02 – UNDERGROUND ELECTRICAL DISTRIBUTION

SECTION 33 82 00 – TELECOMMUNICATIONS OUTSIDE PLANT (OSP)

DIVISION 01 – GENERAL REQUIREMENTS

SECTION 01 11 00 - SUMMARY OF WORK

PART 1 – GENERAL

1.0 SUBMITTALS

Government approval is required for submittals. Failure to include an item on the Material Submittal list will not relieve the Contractor from responsibility to submit the item as specified in the construction documents and as requested by the government. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

i. SD-01 Preconstruction Submittals

ii. Utility Outage Requests

iii. Utility Connection Requests

iv. Excavation Permits

v. Welding Permits

vi. Burning Permits

vii. Traffic Plans

viii. Shop Drawings/Red Line Drawings

ix. AutoCAD/GIS/As-Built

2.0 WORK COVERED BY CONTRACT DOCUMENTS

2.1. Contract Description

2.1.1. This contract includes contractor to furnish all personnel, labor, material, tools, equipment, quality control, supervision, other items, and services necessary to manage and accomplish a broad range of inspection, survey, testing, troubleshooting, constructing, calibrating, programming, maintenance, demolition, temporary power, upgrade, alteration, and repair of electrical systems for each individual Task Order.

This includes the systems listed below:

i. Underground primary medium voltage (MV) electrical power distribution systems including pad mounted switchgear, pad mounted transformers, concrete encased duct banks, cable (cable joints and terminations), concrete pad, ground ring, and Coordinated Power System Protection.

ii. Utility electric service connection to facilities may consist of one or more of the following services:

a. 480/277VAC, 3-phase, four wire.

b. 480VAC, 3-phase, three wire.

c. 208/120VAC, 3-phase, four wire.

d. 240/120 VAC, 1- phase, three wire.

e. 120VAC, 1-single phase, two wire.

Services of outside utility company (Public Utility): Notify and schedule with the utility company. Fees shall be included with the proposal. Pay all utility fees that are incurred.

The contractor shall familiarize with the public utility company “Customer Guide/

Requirements/Specifications for Electric Service. Always verify new edition with the utility company.

For JCP&L:

https://www.firstenergycorp.com/content/dam/customer/service%20requests/files/Customer -Guide-for-Electric-Service-NJ.pdf

iii. Interior electrical power distribution system in facilities comprise, but not limited to Metering, service entrance Main Distribution Panel or Switchboard, Surge Protection Devices, Lighting, Power, Receptacle, Panels, Power outlets, Motor controllers and motor disconnecting devices, feeder circuit and branch circuit wiring, wiring for motors and controls, Grounding and Bonding.

iv. Interior lighting systems in facilities.

v. Exterior lighting systems.

vi. Fire Alarm Systems in facilities

The Contractor shall inspect, troubleshoot, construct, repair and replace fire alarm panels, mass notifications systems and building annunciator systems as required by each individual IDIQ task order. Existing systems are by, but not limited to, King Fisher, Monaco, Edwards and Siemens IAW manufacturers specifications.

Where new systems are to be installed the systems, components, and devices shall be

Monaco. Substitute is not acceptable.

Where existing systems are to be replaced partially, repaired, or extended do the following:

a. Provide components and devices manufactured by the existing system manufacturer or compatible thereof as required.

b. Provide additional modules in control panel as required.

https://www.firstenergycorp.com/content/dam/customer/service%20requests/files/Customer-Guide-for-Electric-Service-NJ.pdf https://www.firstenergycorp.com/content/dam/customer/service%20requests/files/Customer-Guide-for-Electric-Service-NJ.pdf

c. Provide new standby battery power system or augment existing standby battery power system as required.

d. Provide all programming of the new system and to the existing in the field by system manufacturer or an authorized agency as required.

e. All wiring as required.

f. Test and demonstrate the whole system. Provide the services system manufacturer or an authorized agency as indicated.

vii. Voice and Data cabling in facilities.

viii. Lighting protection system in facilities

ix. Airfield Electrical Systems.

2.1.2. In general, all electrical equipment furnished shall be listed and labeled by

Underwriters Laboratories, Inc. (UL) or another acceptable organization to the "Authority having Jurisdiction" and the Contracting Officer. This requirement will be waived only when the specified equipment is not available from any manufacturer with such a label or listing with the Contracting Officer’s approval.

2.1.3. The Contractor is required to submit safety plans and quality control plan for all testing, construction, and maintenance and repair projects prior to the commencement of work.

2.1.4. When this Statement of Work (SOW) or any specific IDIQ task order SOW does not indicate, describe, or define the performance required for the system(s) to be provided, the performance level set forth in the applicable UNIFIED FACILITIES CRITERIA (UFC) shall apply.

2.1.5. When this Statement of Work (SOW) or any specific IDIQ task order SOW does not include products (materials) and workmanship (execution) specifications of any system or parts thereof to be provided, the applicable UNIFIED FACILITIES GUIDE SPECIFICATIONS (UFGS) shall apply.

2.1.6. When this Statement of Work (SOW) or any specific IDIQ task order SOW does not indicate size and ratings of any component of the system(s) to be provided in the SOW, the minimum required for the application at hand shall be provided in accordance with applicable industry standards, safety codes, NEC, NFPA 70, UFC and UFGS.

2.1.7. All work shall be performed in accordance with applicable manufacturers’ specifications and recommendations.

2.1.7.1. All disposal of demolished materials shall be in accordance with applicable local, state and federal laws and regulations; provide certificates to this effect.

2.1.7.2. There are no as-built drawings for some of the systems. As-built drawings, if any, provided may not be accurate. It is the responsibility of the contractor to ascertain existing conditions when bidding and during construction.

2.2. Location

The primary location of work performed under this contract shall be at Joint Base McGuire-Dix- Lakehurst (JBMDL), New Jersey. JBMDL encompasses approximately 42,030 acres spread out over Burlington County and Ocean County. JBMDL is made up of the McGuire Air Force Base area, the Fort Dix area, and the Naval Air Engineering Station Lakehurst area. The specific project location will be indicated in the individual Task Orders (TOs). For work to be performed at other locations outside JBMDL, the CO will provide site specific provisions with the request for proposal and resulting Task Order.

2.2.1. The Contractor shall conform to all JBMDL regulations and directives, as identified specifically at the pre-construction conference, that pertain to security, safety, traffic, fire, and personnel clearances insofar as they apply to the Contractor’s activities or as directed by the CO. The Contractor shall be responsible for providing and placing barricades, lighting, and safety devices during construction activities.

2.2.2. The work to be performed under this contract is on an active military base. The

Contractor shall coordinate work operations with the COTR prior to starting work under this contract. The Contractor shall have a superintendent who speaks, reads, writes, and understands the English language; has authority to act for the Contractor and to be available on the job site throughout each workday. The Contractor shall be responsible for his quality control at all times. A specific individual shall be designated as the Contractor’s quality control inspector and identified to the COTR at the pre-construction conference. The Contractor shall be responsible for the management and performance of all subcontractors. The Contractor shall ensure Task Orders are completed within the stated requirements.

2.3. References

2.3.1. The publications listed below, current as of the date of this solicitation, form a part of this specification to the extent referenced. The publications are referred to in the text by basic designation only.

i. Local Building Codes

ii. National Fire Protection Association (NFPA)

iii. National Electrical Code (NEC)

iv. Underwriters Laboratories, Inc. (UL)

v. National Electrical Manufacturers Association (NEMA)

vi. Institute of Electrical and Electronic Engineers (IEEE)

vii. American Society of Testing Materials (ASTM)

viii. Insulated Cable Engineers Association (ICEA)

ix. Association of Edison Illuminating Companies (AEIC)

x. American National Standard Institute (ANSI)

xi. Unified Facilities Criteria (UFC)

xii. Unified Facilities Guide Specification (UFGS)

3.0 TASK ORDER ISSUANCE PROCEDURES

3.1. Initial Contract Issue

The initial Electrical IDIQ solicitation shall consist of an RFP on a single “seed” project. The solicitation will define the full project requirements for the “seed” project as well as the requirements of an acceptable proposal package.

3.2. Initial Contract Issue Proposal Evaluation Criteria

A set number of Electrical IDIQ awardees will be selected from the pool of offerors who submit proposals on the “seed” project. The selection of the Electrical IDIQ awardees will be based on compliance with the TORFP requirements and the proposed price utilizing Best Value Trade Off criteria. The TORFP will indicate the minimum requirements which must be met in order for a proposal to be considered technically acceptable. Of the Electrical IDIQ awardees, the “seed” project will be awarded to the one Electrical IDIQ awardee who submitted the Best Value Trade Off criteria. The evaluation criteria utilized to determine contract award of the Electrical IDIQ awardees and ultimately of the “seed” project is defined in the initial Electrical IDIQ solicitation. Potential offerors must comply with the requirements stated in the solicitation to be considered for contract award. The Government may issue TOs, in which evaluation factors will vary depending on the unique requirements of that specific TO. Any proposal which does not address all requirements set forth in the TORFP will be determined to be technically unacceptable. If required, the government reserves the right to enter into discussions

3.3. Task Order REQUEST FOR Proposal (TORFP)

TORFP’s will be issued to solicit all projects under the Electrical IDIQ subsequent to contract award of the “seed” project. A TORFP issued under this contract shall, except in rare cases, be issued to all Contractors and will, at a minimum, include a SOO/SOW defining the project requirements. All costs for preparation of task order proposals, whether funded or unfunded, shall be the Contractor’s responsibility. At no time shall the government provide reimbursement for the preparation of proposals.

3.4. Ordering Procedures

3.4.1. TORFP

As the need arises for performance under the terms of this contract, the CO or authorized representative will issue a Task Order Request for Proposal (TORFP) providing Statement of Work, the proposed project requirements, define the government evaluation method(s) to be used for subsequent award of Task Order (TO).

3.4.2. Site Visit (Pre-Proposal)

The CO shall establish the date, time, and location of the pre-proposal site visit. Pre-

Proposal site visits are mandatory.

3.4.3. Request for Information (Pre-Proposal)

In response to TORFPs, Contractors shall submit any Request for Information (RFI) for any ambiguities in the TO to verify existing conditions. The contractors shall wait for the government's response before submitting a Task Order Proposal.

3.4.4. Task Order Proposals

In response to TORFPs, Contractors shall submit a Task Order Proposal that includes a price proposal to complete the Government Price Schedule. In addition, the contractors shall provide a proposal that follows the Construction Specifications Institute (CSI) format breakdown by applicable Division(s), Section(s), individual task/location/segment of work, and deliverables as indicated on the individual Task Orders to include direct/indirect cost(s) that supports the Price Schedule. The Proposal breakdown shall consist of the following.

i. Project Information

ii. Item Number

iii. Division & Section

iv. Description of the Work per individual task/location/segment of work and deliverables

v. Scheduled Value shall include and list quantity/unit, labor, materials, equipment, rental, subcontractors’ cost, delivery, overhead, and profit separately in each line item. NO LUMP SUM.

As-builts are required on all individual Task Orders unless otherwise specified. All associated costs for as-builts shall be shown in the proposal as a separate line item.

3.4.5. Schedule of Values (SOV)

A Schedule of Values is an itemized list of individual activities required to complete the scope of work on a construction project, along with the corresponding costs/values and milestones, supporting the Task Order Proposal and Price Schedule.

The contractor shall provide a Schedule of Values following the award. The SOV shall follow the Construction Specifications Institute (CSI) format breakdown by applicable Division(s), Section(s), individual task/location/segment of work, deliverables and milestones as indicated on the individual Task Orders to include direct/indirect cost(s) that supports the Price Schedule and Task Order Proposal.

The Schedule of Values serves as a basis for project progress/schedule tracking, cost control, invoices, conflict resolution, contractual compliance, and change order management.

The SOV breakdown shall include the following.

i. Project Information

ii. Item Number

iii. Division & Section

iv. Description of the Work per individual task/location/segment of work, and deliverables

v. Scheduled Value shall include and list quantity/unit, labor, materials, equipment, rental, subcontractors’ cost, delivery, overhead, and profit separately in each line item.

vi. Milestone/Start-End Date of individual task.

3.4.6. Normal Response Requirements

If the requirement is determined to be a normal response requirement by the CO, the Contractor shall submit a Task Order Proposal to fulfill the requirement within a maximum of twenty-one (21) calendar days from written notification. The allowed normal response time may be changed at the discretion of the CO.

3.4.7. Quick Response Requirements

If the requirement is determined to be a quick response requirement by the CO, the

Contractor shall submit a Task Order Proposal to fulfill the requirement within a maximum of seven (7) calendar days from written notification. The allowed quick response time may be changed at the discretion of the CO.

4.0 SITE VISIT

During the Task Order Proposal period, a site visit with the Contractor, 787th Civil Engineer project manager, COTR, and the CO or representative shall take place to clarify the scope of the requirement and verify the existing conditions. The Contractors shall submit detailed site visit Request for Information (RFI) to the CO within five (5) workdays following the site visit. The CO will provide a finalized scope of work by amendment to the Task Order Request for Proposal (TORFP) following submission of the site visit questions.

Due to the nature of the work, it shall be required that prior to estimating and submitting a task order proposal, the Contractor shall inspect the respective site(s) to verify and acquaint himself with existing conditions to include all accessible rooms, areas, attic, etc. The Contractor shall be responsible for conducting all applicable field measurements and counts as the given measurement in each TO will be approximate.

The Contractor shall examine the site(s) with respect to the work to be performed, so as to ascertain any factors, which would affect the cost of the work to the extent that such information is reasonably attainable. The Contractor accepts responsibility for any issues that arise due to his lack of attendance at site visits or choosing to not conduct the site visit prior to providing a proposal for the work.

Site visits are mandatory. The Government reserves the right to accept or reject any of the contractor’s proposal for failure to attend the site visit.

5.0 REQUEST FOR INFORMATION (RFI)

5.1. Pre-Proposal

The contractor is required to submit RFI’s to clarify any ambiguities in the TO/SOW and/or verify existing conditions prior to submitting the TO Proposal. The CO will provide a finalized scope of work by amendment to the Task Order Request for Proposal (TORFP) following submission of the site visit questions and answer. Any RFI submitted after the award to clarify any ambiguities in the TO/SOW or existing condition shall be clarified by the Government.

5.2. After Award

Any RFI submitted after the award to clarify any ambiguities and/or verify existing conditions shall be the contractor’s responsibilities and relieves the Government of any liability for payment or damage if additional costs are incurred.

6.0 BASE ACCESS

JBMDL 87th Security Forces Squadron (SFS) Installation Entry Control Procedures will be provided to the Contractor. The Contractor shall abide by all JBMDL requirements for entering and conducting business on JBMDL.

i. The Contractor shall obtain the necessary passes and/or identification for entry into JBMDL for himself, all employees, and subcontractors prior to commencement of work. Procedures and limitations for entry control are addressed in depth in the Installation Entry Control Procedures at the end of this section. The Government reserves the right to refuse to issue a pass to any and all employees of the Contractor for any reason deemed appropriate by the Government and, in doing so, Contractor shall not be entitled to equitable adjustment or relief under the Contract Disputes Act. The Entry Screening Facility may be contacted at (609) 754-3938/3628/2200 for McGuire or Dix and

(732) 323-4000 for Lakehurst. The Government will issue passes depending on the type of work to be completed and the length of the contract. The maximum length of these passes is 30 days. The Contractor shall be responsible for obtaining additional passes upon the expiration of each pass issued. The Government may inspect, at its discretion, all vehicles, including those with vehicle passes.

ii. Prior to entering JBMDL, commercial/over-sized vehicles shall be inspected at Checkpoint 9 located on Saylors Pond Road at the Dix Area of JBMDL for the Dix and the McGuire Areas and off of Rt. 547 for the Lakehurst area. The Contractor shall anticipate delays during the inspection process as well as delays due to vehicle queues.

Conditions caused by Force Majeure (acts of war, terrorism, nature, etc.) shall be addressed via contract time extension, where warranted, at no cost only. The Contractor shall anticipate that in the event of heightened alert, access to JBMDL may be denied for approximately three to five days. The Contractor shall also anticipate that during periods of heightened alert, time required to access JBMDL may increase.

7.0 SUBMITTALS

Submit submittal in accordance with Section 01 33 00 SUBMITTAL PROCEDURES.

In any case, if the contractor submits a submittal and the government inadvertently approves a submittal that does not follow UFC, NFPA 70, NEC, NFPA 780, UFGS, and State and local codes, rules, and regulations, the contractor does not relieve from the responsibility to correct any discrepancies and adhere to codes, rules, and regulation.

8.0 PROJECT/CONSTRUCTION SCHEDULE

Each Task Order submit schedule in accordance with Section 01 33 00 SUBMITTAL PROCEDURES and Section 01 32 01.00 10 PROJECT SCHEDULE.

9.0 CONTRACT DRAWINGS

9.1. During construction

The contractor shall prepare and continuously maintain on site, one working set of contract drawings, legibly marked up in red pencil or ink to show deviations, addenda and change orders which modify the work scope. The contractor shall additionally prepare and maintain all as-built information on CD(s) in AutoCAD Version 2020 or earlier. No other format will be acceptable. Drawings developed using a more current version of AutoCAD shall be saved as AutoCAD 2020 or earlier Drawings. All Drawings shall be complete, legible, and shall be capable of being opened and reviewed by Government personnel using AutoCAD 2020. Submit the following in accordance with SECTION

01 78 00 CLOSEOUT SUBMITTALS.

10.0 EXISTING WORK

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

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

ii. Repair or replace portions of existing work which have been altered during construction operations to match existing or adjoining work, as approved by the

Contracting Officer. At the completion of operations, existing work must be in a condition equal to or better than that which existed before new work started.

11.0 OCCUPANCY OF PREMISES

Building(s) will be occupied during performance of work under the individual task order unless otherwise specified.

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

Provide a detailed bi-weekly schedule to the Contracting Officer for coordination and scheduling with the users.

12.0 WORKING HOURS

12.1. Standard Working Hours

Working hours for the Contractor are for the period from 7:30 a.m. to 4:30 p.m., Monday through Friday, excluding Saturdays, Sundays, and Federal Holidays. If the Contractor desires to work during non-standard working hours, on a Standard Working Hours Task Order, additional Government inspection forces may be required. The Contractor shall notify the CO in writing by email, ten (5) working days in advance of his/her intention to work during periods other than Standard Working Hours. This notification shall allow the inquiry into the availability of additional Government Inspectors. If the CO confirms that additional Government Inspectors are reasonably available, the CO may authorize the Contractor to perform work during periods other than Standard Working Hours;

however, if the Government Inspectors are required to perform in excess of their normal duty days solely for the benefit of the Contractor, the actual cost of inspection at overtime rates may be charged to the Contractor.

12.2. Non-Standard Working Hours

Non-Standard working hours will be defined on individual task orders and shall be outside the definition of the standard working hours and not in controlled areas.

12.3. Standard and Non-Standard Work in Controlled Area

Working hours in controlled areas will be specified in each affected task order. All work in restricted areas is assumed to be within standard working hours. All work inside of controlled areas may be subject to brief delays due to security processing (30 minutes time each process on and off per visit to the controlled area) or interruption to the normal work schedule to permit the completion of mission essential operations. Such interruptions, if required, will be given on short notice and expeditious action will be required. Each interruption may last up to sixty (60) minutes. The Contractor shall not be compensated for said delays.

13.0 LOCATION OF UNDERGROUND UTILITIES

The AF Form 103 Base Civil Engineering Work Clearance Request ~ Digging Permit (see attached AF Form 103) is used for any JB MDL Contractor work that may disrupt aircraft or vehicular traffic flow, base utility services, base communication cables, protection provided by fire and intrusion alarm systems, or routine activities of the installation. This form is used to coordinate the required work with key base activities and keep customer inconvenience to a minimum. It is also used to identify potentially hazardous work conditions and prevent accidents. The Work Clearance Request is initiated by the Contractor through the QAR at least twenty-one (21 working days) days prior to the start of work. If work delays are encountered, and/or the conditions at the job site change (or may have changed) the Work Clearance Request must be re-processed. Contractor shall coordinate and obtain all utility mark outs prior to starting work on all projects on JB MDL.

i. The processed and approved AF Form 103 is used as an authorization document to work in a specified area. It certifies that all required coordination has been conducted.

ii. Submission of this form is for local installation mark outs only and does not relieve the Contractor of the responsibility for obtaining public utility mark outs.

Obtain digging permits prior to start of excavation by submitting AF IMT 103, 19940801, V3, or latest version, BASE CIVIL ENGINEERING WORK CLEARANCE REQUEST Form along with a site map as well as an updated project schedule to the QAR / COR not later than 21 working days in advance of any excavation. Contractor shall verify and record for submission with the as-built drawings, the elevations of existing piping, utilities, and any type of underground obstruction not indicated to be removed but indicated or discovered during the investigative and/or exploration and/or execution phases of the work. The Contractor should consider electronic or other scanning technologies to identify any utilities that may not otherwise be identified on the project plans and to confirm the location of those utilities shown on the plans. Contractor shall verify elevations of adjacent structures or structures to be connected to the system before installing new work so that any adjustments may be made to the plans prior to the start of work. The investigations and verifications cited herein and elsewhere in the contract documents shall be incidental to the work under this contract.

13.1. Notification Prior to Excavation

Notify the Contracting Officer at least 48 hours prior to the actual start of excavation work.

Contractor shall notify any other regulatory authorities or utilities, if required, in accordance with the policies of those agencies. Contractor is responsible for marking all utilities not marked by one- call or the installation. Contractor shall also be responsible for documenting the location, size, type of utility or facility, construction of the utility or facility, encountered during the progress of the work. All such identifying and location information shall be provided to the contracting officer as part of the As-Built plan submission.

13.2. Responsibilities:

i. For projects located on McGuire and Lakehurst the Contractor shall prepare Work Clearance Request for Mark out Form 103 (see attached Form103 McGuire, and Form103 Lakehurst) and required schedule/maps/drawings on paper. Requests shall be submitted to the Government QAR/COR 21 working days in advance to coordinated for approval.

ii. For projects located on Dix the Contractor shall prepare AF Form 103 Work

Clearance Request, and Pride Form #205 JB Joint Base Dix Mark Out Request (Technical Exhibit 1) (see attached Form103 and Pride Form 205) along with all required schedule/sketches/drawings electronically as a PDF to the Government Project Manager 21 working days in advance of the proposed dig start date.

iii. Routine/non-emergency requests shall be submitted at least twenty (21) working days prior to the estimated start date of the required work. For emergency work the requests shall be submitted immediately. "Emergency Request" shall be clearly annotated by the Government on the AF Form 103 and Pride 205 if working on Dix.

13.3. Procedures:

i. The Contractor shall provide clear, legible documents, depicting the exact area of work and the nature of construction. Prior to submitting a mark out request the Contractor shall mark all proposed areas of excavation/work with white paint and flags as needed.

ii. Dix specific: the Contractor shall under direction of the Government project manager be responsible for obtaining coordination of any elements on the form that fall outside of the Base Civil Engineering function. (I.E. Fuel Supply, Safety, Security, Operations, and Communications etcetera). When completed the Government project manager shall provide the Contractor with a signed copy of all approvals.

iii. The Contractor shall ensure that all appropriate approvals are obtained prior to the start of any work.

14.0 UTILITY OUTAGE REQUEST PROCESS

14.1. Utility Outage Requests and Utility Connection Requests

Notify the Contracting Officer at least 72 hours prior to starting excavation work. Contractor is responsible for marking and verifying all utilities not marked.

i. The Contractor shall verify the elevations of existing piping, utilities, and any type of underground obstruction not indicated or specified to be removed, but indicated in locations to be traversed by piping, ducts, and other work to be installed. Contractor to verify elevations before installing new work closer than nearest manhole or other structure at which an adjustment in grade can be made.

All location data shall be provided to Contracting Officer for use in updating installation maps.

ii. Work shall be scheduled to hold outages and impacts on base operations to a minimum.

iii. Utility outages and connections required during the prosecution of work that affect existing systems shall be arranged for at the convenience of the Government. Outage requests shall be submitted to the Government Project Manager / QAR / COR 20 working days in advance of the requested outage date/time. The submission shall include the project SOW, drawings, and an updated schedule. Depending on the nature and impact of the outage, outages, may, at the Government’s discretion, be scheduled outside the regular working hours or on weekends.

iv. Contracting Officer may permit utility outages/shutdowns/tie-ins as required by the work and shall be coordinated with each agency and/or organization impacted by the outage. In no case shall outages be scheduled in a way that will adversely impact on-going mission/operational requirements. Contractor shall be prepared to perform work that requires outages during low activity and/or off-duty times such as weekends or evenings at no additional cost to the government.

Contractor shall not be entitled to additional payment for utility outages and connections required to be performed outside the regular work hours. Contractor shall make requests for utility outages and connections in writing to the impacted agency or utility, copy to the Contracting Officer, at least 21 working days in advance of the time required or as required by the impacted agency, whichever notification requirement is longer. Each request shall state the system involved, area involved and/or facilities impacted, approximate duration of outage, and the nature of work involved. Utility outages and road closures shall be indicated in the project schedule with the activity they are associated with.

14.2. Traffic control

Work performed under this contract could be accomplished on both well-traveled and semi traveled streets and major roads, throughout the base, to include training areas, and in or around buildings and other training and base facilities. Where it is necessary to close, either partially or completely, roads or other facilities during conduct of the work, Contractor shall identify such areas in their proposal. A minimum of 21 working days prior to the start of any full or partial closure, Contractor shall provide a traffic control plan to include a site map as well as an updated project schedule for approval. A minimum of 10 working days prior to the start of any full or partial closure, Contractor shall post appropriate signage identifying the road closure or change to traffic patterns, the dates of the closure/traffic pattern change, and identifying the detour route; The traffic safety, control and detail plan, shall provide and install as a minimum, all required safety warning signs, traffic control signage, such as detour and construction ahead signs, and flag person if required with radio communication for traffic control as specified in the approved traffic control submittal. Traffic control efforts shall also meet the requirements of Unified Facilities Guide Specification Section 01 50 00, paragraph 3.4.

14.3. Load Handling Equipment process / Crane

14.3.1. Load Handling Equipment (LHE) / Crane

Equip cranes and derricks as specified in EM 385-1-1, Section 16.

Submit to the Government Project manager / QAR/ COR 60 working days in advance of any LHE entering the activity, in accordance with EM 385-1-1, Section 16.A.02, so that necessary quality assurance spot checks, and Airfield Crane Waiver can be coordinated. Include in the submission all crane and operator certificates and details, as well as the expected height of the boom and the GPS coordinates of the expected crane position during use. Contractor's operator must remain with the crane during the spot check. Rigging gear must comply with OSHA, ASME B30.9 Standards safety standards.

Comply with the LHE manufacturer's specifications and limitations for erection and operation of cranes and hoists used in support of the work. Perform erection under the supervision of a designated person (as defined in ASME B30.5). Perform all testing in accordance with the manufacturer's recommended procedures.

Comply with ASME B30.5 for mobile and locomotive cranes, ASME B30.22 for articulating boom cranes, ASME B30.3 for construction tower cranes, ASME B30.8 for floating cranes and floating derricks, ASME B30.9 for slings, ASME B30.20 for below the hook lifting devices and ASME B30.26 for rigging hardware.

Under no circumstance must a Contractor make a lift at or above 90 percent of the cranes rated capacity in any configuration.

When operating in the vicinity of overhead transmission lines, operators and riggers must be alert to this special hazard and follow the requirements of EM 385-1-1 Section 11, and ASME B30.5 or ASME B30.22 as applicable.

Do not use crane suspended personnel work platforms (baskets) unless the Contractor proves that using any other access to the work location would provide a greater hazard to the workers or is impossible.

Do not lift personnel with a line hoist or friction crane. Additionally, submit a specific

AHA for this work to the Contracting Officer. Ensure the activity and AHA are thoroughly reviewed by all involved personnel.

Inspect, maintain, and recharge portable fire extinguishers as specified in NFPA 10, Standard for Portable Fire Extinguishers.

All employees must keep clear of loads about to be lifted and of suspended loads. Use cribbing when performing lifts on outriggers.

The crane hook/block must be positioned directly over the load. Side loading of the crane is prohibited.

A physical barricade must be positioned to prevent personnel access where accessible areas of the LHE's rotating superstructure poses a risk of striking, pinching or crushing personnel.

Maintain inspection records in accordance by EM 385-1-1, Section 16.D, including shift, monthly, and annual inspections, the signature of the person performing the inspection, and the serial number or other identifier of the LHE that was inspected. Records must be available for review by the Contracting Officer.

Maintain written reports of operational and load testing in accordance with EM 385-1-

1, Section 16.F, listing the load test procedures used along with any repairs or alterations performed on the LHE. Reports must be available for review by the Contracting Officer.

Certify that all LHE operators have been trained in proper use of all safety devices (e.g.

anti-two block devices).

Take steps to ensure that wind speed does not contribute to loss of control of the load during lifting operations. At wind speeds greater than 9 m/s 20 mph, the operator, rigger and lift supervisor must cease all crane operations, evaluate conditions and determine if the lift may proceed. Base the determination to proceed or not on wind calculations per the manufacturer and a reduction in LHE rated capacity if applicable. Include this maximum wind speed determination as part of the activity hazard analysis plan for that operation.

15.0 HOUSEKEEPING

The Contractor shall perform normal housekeeping functions, at the Contractor’s expense, inside and outside his/her facilities and Staging/Storage/Work Areas as outlined in Base regulations and as directed by the CO. Such functions include snow and ice removal, sweeping, mopping, dusting, disposal of accumulated waste materials and rubbish, and other operations necessary to present a neat appearance at all times. Contractor facilities shall conform to base standards, including the color of the temporary office space. All rubbish and waste materials shall be removed daily and shall be placed in approved containers outside the building where designated. Trash disposal is at the Contractor’s expense. The Contractor shall not allow grass/weeds within the staging/storage/work area to exceed four inches in height. Contractor is responsible to maintain all grass areas within their staging areas and active sites and around all mark out flags. Areas that cannot be mowed must be trimmed at least every two weeks or as often to keep growth under four inches in height. All grass areas within ten feet of staging/storage/work areas and temporary fencing must be maintained by the contractor during the length of the contract duration.

15.1. Staging/Storage Area

15.1.1. The staging/storage area where material is stored must be enclosed with a temporary construction fence. Additionally, any open pit or open trench that remains at the end of the workday shall be enclosed with a temporary construction fence.

15.1.2. The staging/storage area will be provided by the Government when requested in writing to the CO, when available. Contractor shall coordinate the proposed layout of the work with the 787 CES QAR and submit a site plan indicating the proposed storage area and field office area. Contractor shall submit the site plan to the CO for approval, showing the layout and details of all temporary facilities planned for use. The plan shall include the location of the safety and construction fences, location of all site trailers, equipment and material storage areas, construction entrances, trash dumpsters, temporary sanitary facilities, and worker parking areas. Site photographs prior to the start of work must be included with the submitted site plan. At completion of work, the Contractor shall remove the temporary construction facilities and restore the site to its original condition. All staging areas shall be completely screened with six-foot high chain-link construction fencing and include visual screening with brown mesh (see Figure 2).

i. Temporary fencing required in paved areas must use fence-post bases; type H1 is an approved example but any commercially available fence-post base that does not damage the pavement is authorized. The fencing must be secured properly to ensure no unauthorized vehicular access, pedestrian, or animal movements occur within area.

ii. Temporary fencing required in unpaved areas may use temporary posts directly in the ground (example: type H15) or fence-post bases; fencing shall be secured properly to ensure no unauthorized vehicular access, pedestrian, or animal movements occur within area. Contractor shall provide and maintain at his expense adequate six-foot high chain-link construction fencing and include visual screening with brown mesh around each open trench and open pit in the work site and all site storage areas.

Figure 2: Temporary construction fencing details for pavement areas (H1), non-pavement areas (H15), and gates (H8).

15.1.3. All Contractor trailers, stored materials, and small idle equipment shall be located in the designated staging area. The staging area shall be kept clean and orderly. Tarps are to be used, as necessary, to secure loose materials. The QAR is the sole judge as to what constitutes an acceptable staging area.

15.1.4. Contractor shall perform normal housekeeping functions, at the Contractor's expense, in the work areas and inside and outside the staging/storage Areas. Such functions include disposal of accumulated waste materials and rubbish and other operations necessary to present a neat appearance at all times. Contractor shall not allow grass/weeds within the work areas and the staging/storage area to exceed 4” in height. Contractor is responsible to maintain all grass areas within their staging areas and active sites and around all mark out flags. Areas that cannot be mowed must be trimmed at least every two (2) weeks or as often to keep growth under 4” in height. All grass areas within ten

(10) feet of staging areas and temporary construction fencing must be maintained by the Contractor during the length of the contract duration. Contractor is responsible for maintaining all newly sod/seeded areas established due to the work performed by the Contractor for a period not to exceed one (1) growing season at no additional cost to the government.

15.1.5. Dumpsters may be located outside the staging area but must be sited as approved by the

QAR. Any movement of a dumpster to another area on the project site must be approved by the CO. Dumpsters shall be covered at the end of the workday. Contractor shall use only commercial provided dumpsters and equip the dumpsters with a secure cover. The cover shall be closed at all times, except when being loaded with trash and debris. Contractor shall locate the dumpsters behind the construction fence/Contractor lay-down area. Contractor shall empty site dumpsters at least once a week, or as needed to keep the site free of debris and trash.

15.1.6. All items in the staging area shall be promptly (within two (2) weeks unless otherwise stated) removed when the contract is completed.

15.1.7. The Contractor shall maintain overall cleanliness of the site at the end of each work day. This daily cleanup will not relieve the Contractor from responsibility of the final cleanup before acceptance of all work. After completion of all activities, the Contractor shall be required to clean the area being worked on by removing all dirt, trash, and debris resulting from their work and shall restore the area to its original state of cleanliness. All areas of disturbed turf shall be covered with a layer of topsoil, fine graded, and seeded to establish new grass and as called for in the technical specifications and project drawings. Debris will not be dumped on Government property unless a nongovernment owned dumpster is used. The Contractor shall dispose of all debris at an off-post site. Federal, State and Local laws and regulations regarding hauling and disposal shall apply.

16.0 SALVAGE MATERIAL AND EQUIPMENT

Items designated by the Contracting Office and/or specified in the task order to be salvaged remain the property of the Government. Segregate, itemize, deliver and off-load the salvaged property at the Government designated storage area located within the installation premises.

Provide a salvage plan, listing material and equipment to be salvaged, and their storage location.

Maintain property control records for material or equipment designated as salvage. Provide a system for property control in the salvage plan. Store and protect salvaged materials and equipment until disposition by the Contracting Officer.

17.0 REGULATORY REQUIREMENTS

In each of the publications referred to herein, consider the advisory provisions mandatory, as though the word "shall" had been substituted for "should" wherever it appears. Interpret references in these publications to the "authority having jurisdiction," or words of similar meaning, to mean the

Contracting Officer. Ensure equipment, materials, installation, and workmanship are in accordance with the mandatory and advisory provisions of NFPA 70, IEEE C2 unless more stringent requirements are specified or indicated.

In each of the publications referred to herein, consider the advisory provisions mandatory; the term

“connect to existing” also means to “program to existing” and shall be fully integrated/functional with the existing.

18.0 SAFETY STANDARDS AND DIRECTIVES

During the performance of all work under this IDIQ, the Contractor shall strictly adhere to industry safety standards at all times including the use of proper safety equipment and attire. All construction, maintenance or repairs performed shall be done with apparatus de-energized except where otherwise specifically required and only with written authorization from the Commanding Officer and Contracting Officer. At no time shall Contractor personnel enter buildings without contacting qualified Government personnel to gain access. Contractor personnel shall wear clothing identifying their company name at all times during the execution of this contract. All contractor personnel shall comply with the Safety/Health requirements and the standards and directives listed below:

i. Current Occupational Safety and Health Regulations (OSHA).

ii. National Safety Council, Accidental Prevention Manual for Industrial Operations.

iii. Applicable federal, state and local safety operating procedures.

iv. National Safety Code (ANSI C2).

v. National Fire Protection Association (NFPA 101) Life Safety Code.

vi. Joint Base MDL Standards and Safety Regulations.

19.0 WORK RESCHEDULING

19.1. Rescheduling of work shall be brought to the attention of the COR.

19.2. Rescheduling of work that cause a change in construction schedule shall be brought to the attention of the CO and COR for approval.

20.0 PROGRESS REPORTS & SCHEDULE

Submit monthly a progress report along with a month overview of schedule. Progress report form shall be prepared and ready for the Government’s signature with blocks ready to be filled and signature block had been inserted and ready for signature. Progress report maybe rejected if not prepared and ready for Government’s signature.

21.0 PAYMENTS

Payments will be made for cost associated with furnishing materials installed. The Government reserves the right to reject progress reports/invoices for materials not installed unless to meet a Bonafide need.

Regardless of, if material is delivered on site or in contractor’s possession, a written justification and inventory list along with the original copy of purchased orders shall be submitted to the Contracting Officer for approval.

The Contractor is responsible for maintaining, storing, securing, and inventory of materials delivered on site. Delivering the materials on site does not relieve the contractor from the responsibilities to maintain, store, secure, and inventory the materials until installed, functional and officially accepted by the government through Beneficial Occupancy (BO) and/or Final Inspection.

The government reserves the right to retain 10% of the total project cost until all work and/or closeout documents or any documents are submitted and approved.

22.0 PURCHASED ORDERS

At any given time at the government’s request, the contractor shall provide the original copy of purchased orders to substantiate materials to include but not limited to the description, materials, quantity, price, etc.

23.0 DAILY CHECK-IN

The contractor shall check-in daily with the COTR regardless of work or no work.

Daily report shall be submitted with description of work completed to include quantity of materials delivered/installed.

24.0 QUALITY ASSURANCE

All work performed under this agreement is subject to inspection by the Contracting Officer during its execution…

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