Attachment 1 - 2023-12-15 Perimeter Bridge McChord IFC Specifications.pdf

Perimeter Road (J84018)

Repair McChord Bridges

Issued for Construction

CONSTRUCTION CONTRACT # TBD

Specifications

Issued Jan 25, 2022 with Revision dates noted

HDR Engineering, Inc.

929 108th Avenue NE, Suite 1300

Bellevue, WA 98004-4361

Perimeter Bridge Construction McChord Field Bridges Contract #TBD

SEALS AND SIGNATURES

Owner Name: U.S. Army Corps of Engineers Project Name: McChord Field Bridge Design Project or Contract Designation: W912DW19F2166 and W912DW17F2067 Engineer: HDR

January 25, 2022 mar�Ff�0�22

DA""

Expires 12-31-2023

I hereby certify that the portion of the Specifications described below was prepared by me or under my direct supervision and that I am a duly registered Professional Engineer under the laws of the State of Oregon.

Amy S. Dammarell 01/25/2022

Specification divisions or sections covered by this seal:

Division 01 - General Requirements (excluding 01 45 35) 35 31 19.20 (Articulating Concrete Block Revetments) prepared by me or under my direct supervision and that I am a duly registered Professional Engineer under the laws of the State of Washington.

F. Lee Andrews

Specification divisions or sections covered by this seal:

01 45 35 (Special Inspections) Division 02 - Existing Conditions Division 03 - Concrete Division 05 - Metals Division 10 - Specialties 31 43 13.13 (Concrete Pressure Grouting) 31 63 16 (Augured Cast-In-Place Piles)

32 31 13.53 (High Security Fence) 32 32 23.13 (Segmental Concrete Block Retaining Wall) 35 20 16.55 (Security Grate with Slide Lift Grate)

01/25/2022 registered Professional Engineer under the laws of the State of Washington.

Gerald A. Bibee 01/25/2022

Specification divisions or sections covered by this seal:

33 40 00 (Storm Drainage Utilities)

SEALS AND SIGNATURES - Page 1

Contract #TBD registered Professional Engineer under the laws of the State of Idaho.

John David Singleton

Specification divisions or sections covered by this seal:

31 00 00 (Earthwork) 31 11 00 (Clearing and Grubbing) 32 11 23 (Aggregate Base Courses) 32 12 13 (Bituminous Tack and Prime Coats) 32 12 16.16 (Road-Mix Asphalt Paving) 32 15 00 (Aggregate Surfacing) 32 16 19 (Concrete Curbs, Gutters and Sidewalks) 32 17 23 (Pavement Markings) 34 71 13.16 (Vehicle Crash Barriers) registered Licensed Landscape Architect under the laws of the State of Washington.

Graham Golbuff 01/25/2022

Specification divisions or sections covered by this seal:

32.05.33 (Landscape Establishment)

32.84.24 (Irrigation Sprinkler Systems)

32.92.19 (Seeding)

32.93.00 (Exterior Plants) registered Professional Engineer under the laws of the State of Washington.

J. Michael Starling

Specification divisions or sections covered by this seal:

33 71 02 (Underground Electrical Distribution) registered Control Systems Engineer under the laws of the State of Nebraska.

Christopher John Maras

25 05 11 (Cybersecurity for Facility Related Control Systems)

SEALS AND SIGNATURES - Page 2

Perimeter Bridge Construction Issued for Construction

Registered Communications Distribution Designer under BICSI standards.

David W. Stephenson 01/25/2022

33 82 00 (Telecommunications Outside Plant (OSP)) registered Professional Engineer under the laws of the State of Washington.

Manmith Reddy Kunduru 01/25/2022

26 60 14 (Traffic Signal System) registered Professional Engineer under the laws of the State of California.

Mark H. Stanley 01/25/2022

31 62 23.13 (Concrete Filled Steel Piles)

END OF SECTION

SEALS AND SIGNATURES - Page 3

Issued for Construction

PROJECT TABLE OF CONTENTS Page 1

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 STATEMENT OF WORK (attached seperate section)

01 14 10 SUPPLEMENTARY REQUIREMENTS FOR JOINT BASE LEWIS-MCCHORD

01 22 00.00 10 MEASUREMENT AND PAYMENT

01 30 00 ADMINISTRATIVE REQUIREMENTS

01 32 01.00 10 PROJECT SCHEDULE

01 33 00 SUBMITTAL PROCEDURES

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00.00 10 QUALITY CONTROL

01 45 00.15 10 RESIDENT MANAGEMENT SYSTEM CONTRACTOR MODE (RMS CM)

01 45 35 SPECIAL INSPECTIONS

01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

01 56 00 CARE AND DIVERSION OF WATER

01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS

01 74 19 CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL

01 78 00 CLOSEOUT SUBMITTALS

01 78 23 OPERATION AND MAINTENANCE DATA

DIVISION 02 - EXISTING CONDITIONS

02 41 00 DEMOLITION AND DECONSTRUCTION

DIVISION 03 - CONCRETE

03 01 00 REHABILITATION OF CONCRETE

03 45 33 PRECAST PRESTRESSED STRUCTURAL CONCRETE

03 70 00 MASS CONCRETE

DIVISION 05 – METALS (Section 05 50 16 is N/A)

05 05 20.00 27 POST-INSTALLED CONCRETE AND MASONRY ANCHORS

05 05 23.16 STRUCTURAL WELDING

05 12 00 STRUCTURAL STEEL

05 50 14 STRUCTURAL METAL FABRICATIONS

05 50 16 PREFABRICATED STEEL BRIDGE

05 52 00 METAL RAILINGS

DIVISION 10 - SPECIALTIES

10 14 53

DIVISION

TRAFFIC SIGNAGE

- INTEGRATED AUTOMATION

25 05 11.01 CYBERSECURITY FOR FACILITY-RELATED CONTROL SYSTEMS – TCS

DIVISION 26 - ELECTRICAL

26 60 14 ILLUMINATION, TRAFFIC SIGNAL SYSTEM, AND ELECTRICAL

DIVISION 31 - EARTHWORK

31 00 00 EARTHWORK

31 11 00 CLEARING AND GRUBBING

31 43 13.13 CONCRETE PRESSURE GROUTING

31 62 23.13 CONCRETE-FILLED STEEL PILES

Issued for Construction

PROJECT TABLE OF CONTENTS Page 2

31 63 16 AUGERED CAST-IN-PLACE PILES

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 05 33 LANDSCAPE ESTABLISHMENT

32 11 23 AGGREGATE BASE COURSES

32 12 13 BITUMINOUS TACK COAT

32 12 16.16 ROAD-MIX ASPHALT PAVING

32 15 00 AGGREGATE SURFACING

32 16 19 CONCRETE CURBS, GUTTERS, RAMPS AND SIDEWALKS

32 17 23 PAVEMENT MARKINGS

32 31 13.53 HIGH-SECURITY FENCES (CHAIN LINK AND ORNAMENTAL) AND GATES

32 32 23.13 SEGMENTAL CONCRETE BLOCK RETAINING WALL

32 84 24 IRRIGATION SPRINKLER SYSTEMS

32 92 19 SEEDING

32 93 00 EXTERIOR PLANTS

DIVISION 33 – UTILITIES (Sections 33 71 02 and 33 82 00 are N/A)

33 40 00 STORM DRAINAGE UTILITIES

33 71 02 UNDERGROUND ELECTRICAL DISTRIBUTION

33 82 00 TELECOMMUNICATIONS OUTSIDE PLANT (OSP)

DIVISION 34 - TRANSPORTATION

34 71 13.16 VEHICLE CRASH BARRIERS

DIVISION 35 - WATERWAY AND MARINE CONSTRUCTION

35 20 16.55 SECURITY GRATE WITH LIFT SLIDE GRATE

35 31 19.20 ARTICULATING CONCRETE BLOCK REVETMENTS

-- End of Project Table of Contents --

N/A = Not Applicable to the Perimeter Bridge Project

Contract # Issued for Construction

SECTION 01 14 10 - Page 1

SECTION 01 14 10

SUPPLEMENTARY REQUIREMENTS FOR JOINT BASE LEWIS-MCCHORD

PART 1 GENERAL

1.1 1.1 REFERENCES

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

U.S. ARMY (DA)

AR 380-49 (2013) Industrial Security Program

AR 380-67 (2014) Personnel Security Program

U.S. DEPARTMENT OF DEFENSE (DOD)

NISPOM DOD 5220.22-M (2006) National Industrial Security

Program Operating Manual

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

32 CFR 655 Radiation Sources on Army Land

1.2 DEFINITIONS

The work covered by this section of the specifications consists of work common to more than one section of these TECHNICAL SPECIFICATIONS.

"SUPPLEMENTARY REQUIREMENTS" shall be read to pertain to any of the sections of DIVISION 01 - GENERAL REQUIREMENTS as required by the content of the section or paragraph containing the reference.

1.3 PERMITS OBTAINED BY GOVERNMENT AND CONTRACTOR RESPONSIBILITIES

It will be the responsibility of the Contractor to obtain all other permits/licenses required for this project. See the Contract Clause

Paragraph entitled PERMITS AND RESPONSIBILITIES.

1.4 PROTECTION OF GOVERNMENT PROPERTY

In addition to requirements of the CONTRACT CLAUSES, protect all

Government property within the buildings in which the Contractor is working, except for such property as is required to be demolished.

Property which is to be demolished shall be protected until its scheduled demolition time. Protection shall include, but not be limited to, protection from construction generated dust, debris, water, and vibration.

1.5 COMMERCIAL VEHICLE ACCESS TO JOINT BASE LEWIS-MCCHORD

Procedures for commercial vehicle access to Joint Base Lewis-McChord are subject to change without prior notice. The following requirements apply.

Issued for Construction

SECTION 01 14 10 - Page 2

a. Unless the Contractor voluntarily participates in the Automated

Installation Entry (AIE) Gate Program, commercial vehicle access to

Joint Base Lewis-McChord will be allowed only at the Logistics Center

Gate (Exit 122B from I-5) and through the Integrity Commercial Vehicle

Inspection Point on JBLM-North. Both gates are open Monday through

Friday, excluding federal holidays. These gates will be open for inbound commercial vehicle access and inspection between 0530 hours and 2100 hours. These gates are closed on weekends (Saturdays and

Sundays) and federal holidays. On Saturdays, Sundays and federal holidays, commercial vehicles must use the Madigan Gate (Exit 122A from I-5). Madigan Gate is open 24 hours per day everyday. A visitor pass must be obtained. All commercial vehicles will be searched. The

Contractor should anticipate delays in getting commercial vehicles on post. The Contractor must also allow additional time for commercial vehicles to reach their destination by driving through Joint Base

Lewis-McChord.

1. If the commercial vehicle is carrying a load of cement concrete or hot asphalt concrete for delivery, the driver shall notify the gate guard as soon as possible and request that the vehicle be given priority for being searched; however, the Government does not guarantee that the vehicle will be given priority.

b. If the Contractor participates in the AIE Gate Program, Contractor vehicles may enter the installation through any AIE gate lane except at Force Protection Level Charlie or Delta. During Force Protection

Level Charlie or Delta, all Contractor vehicles must enter through the

Logistics Center gate or, if the Logistics Center Gate is closed, through the Madigan Gate. All passengers in the Contractor vehicle must have a AIE identification card; otherwise, the Contractor vehicle must enter through the Logistics Center Gate or the Madigan Gate, as appropriate and obtain visitor passes. Once the AIE Gate Program is fully implemented, gate lanes will be at the Main (Liberty) Gate, the

East Gate, the DuPont Gate, the Logistics Center Gate, the Madigan

Army Medical Center Gate, and the JBLM-North Gate. Use only those lanes specifically marked as AIE lanes.

1.6 IDENTIFICATION OF EMPLOYEES AND MILITARY REGULATIONS

1.6.1 Compliance with Regulations

The Contractor shall be responsible for compliance with all regulations and orders of the Commanding Officer of the Military Installation, respecting identification of employees, movements on installation, parking, truck entry, and all other military regulations which may affect the work.

1.6.2 Specific Requirement for Vehicle Registration

The Commanding Officer of Joint Base Lewis-McChord, Washington, has initiated the following specific requirement regarding vehicle registration for this contract:

a. Contractors performing work on Joint Base Lewis-McChord shall, after award, register all vehicles to be used on the installation with the

Vehicle Registration Section of the Law Enforcement Command.

Contractor employees entering the installation in privately owned vehicles (POVs) shall also register their vehicles. A copy of contract award, proof of liability insurance, current driver's license

Issued for Construction

SECTION 01 14 10 - Page 3 and state vehicle registration shall be required to register

Contractor, Subcontractor, and employee vehicles.

b. Upon completion of the contract, it shall be the prime Contractor's responsibility to collect all vehicle decals issued under the contract including those issued to employees and Subcontractors. Decals are to be carefully removed from the vehicle, placed in an envelope and attached to the original documentation (i.e., post vehicle registration document) received with the decal. Decals, with documentation, must be returned to Vehicle Registration, Building

2140. Proof of decal clearance for all vehicles registered under this contract will be issued to the prime Contractor and shall be returned to the Contracting Officer prior to final payment.

c. In the event of contract extension, it shall be the prime Contractor's responsibility to report time extension to Vehicle Registration, with evidence of same. For further information, contact Vehicle

Registration at Waller Hall, Building 2140, Telephone: (253) 967-5065, Joint Base Lewis-McChord, Washington 98433-9500.

1.6.3 Employee Access and Identification

a. Each employee who requires access to Joint Base Lewis-McChord to perform work under any contract, at any tier, must obtain either an

AIE identification badge or a visitor's pass to obtain access to Joint

Base Lewis-McChord. An AIE identification badge will only be issued to an employee, at any tier, if the employee requires access to Joint

Base Lewis-McChord more than twice per week. Contractor employees, at any tier, who require access to Joint Base Lewis-McChord twice per week or less often or who do not participate in the AIE Gate Program shall obtain a visitor's pass at the Main (Liberty) Gate or the

Logistics Center Gate. The visitor's pass will be issued for a maximum of 30 days at a time. The cost of the AIE identification card shall be borne by the Contractor.

b. If an employee no longer needs an identification badge for any reason

(e.g., quits his/her job or no longer performs work under the contract), return the identification badge to Eid within two calendar days of such change. If the identification badge cannot be returned within the required time frame for any reason, immediately notify both

Eid and the Contracting Officer verbally, followed up in writing the next work day. An employee's inability to obtain entrance to a

Government installation because he/she does not have the required identification badge or visitor's pass shall not excuse timely performance of the requirements of this contract. Eid or the

Government may change the location at which identification badges are issued or returned, with or without advance notice to the Contractor.

Any such changes shall not be a basis for adjusting the contract price under any clause of this contract.

c. AIE identification badges shall not be reproduced or copied by the

Contractor, its Subcontractors, or their employees. If an employee's identification badge is lost, stolen, or reproduced, verbally report the loss, theft, or reproduction to both Eid and the Contracting

Officer on the day such loss, theft, or reproduction is discovered, followed by a written report of the circumstances to both Eid and the

Contracting Officer within one calendar day after the loss, theft, or reproduction is discovered.

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SECTION 01 14 10 - Page 4

d. Each Contractor employee shall wear the AIE identification badge while performing work under the contract. The identification badge shall be worn on the upper front of the outer garment unless precluded by OSHA regulation(s). The identification badge shall not be used for access to any Government installation except for performance of work under the contract for which it was issued.

e. Upon expiration or termination of the contract, collect all identification badges and turn them in to Eid. The final invoice will not be considered proper for purposes of the Prompt Payment Act (FAR

52.232-25 or FAR 52.212-4(i)) until all identification badges have been accounted for.

1.6.4 Compliance with Rules, Regulations, and Statutes

All Contractor employees shall observe and comply with all applicable local, State, and Federal rules, regulations, and statutes including those concerning fire, safety, sanitation, security, vehicle safety, and hazardous material handling.

1.6.5 Work Hours

Work hours in the construction area shall be restricted to 7:30 a.m. to

4:30 p.m. daily, Monday through Friday, excluding Federal holidays. Work hours other than as specified above shall be coordinated with and approved by the Contracting Officer.

1.6.6 Firearms

Contractor personnel while performing work under this contract shall not carry any firearms. Firearms and other personal weapons are prohibited at

Joint Base Lewis McChord.

1.6.7 Entrance Denial by Military Police

Contractor employees may be denied entry to the Installation by Military

Police if it is determined that such entry may be contrary to good order, discipline, or the security of the Installation.

1.7 Base Design Standards

Ensure that this project is constructed in compliance with the following design standards:

a. Fort Lewis Installation Design Guide (October 2007)

b. Joint Base Lewis-McChord Guide to Green Procurement for Construction

1.8 SUPPLEMENTAL ANTITERRORISM/OPERATIONS SECURITY REQUIREMENTS

The Contractor shall be responsible for compliance with all applicable

Antiterrorism/Operations Security Items as outlined below.

1.8.1 AT Level 1 Training

All contractor employees, to include subcontractor employees, requiring access to Army installations, facilities and controlled access areas shall complete AT Level 1 awareness training within 30 calendar days after contract start date. Submit certificates of completion for each affected contractor employee and subcontractor employee, to the COR within 5

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SECTION 01 14 10 - Page 5 calendar days after completion of training by all employees and subcontractor personnel. AT Level 1 awareness training is available at the following website: https://atlevel1.dtic.mil/at.

1.8.2 Access and General Protection/Security Policy and Procedures

Contractor and all associated sub-contractors employees shall comply with applicable installation, facility and area commander installation/facility access and local security policies and procedures (provided by government representative). The contractor shall also provide all information required for background checks to meet installation/facility 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. In addition to the changes otherwise authorized by the changes clause of this contract, should the

Force Protection Condition (FPCON) at any installation or facility change, the Government may require changes in contractor security matters or processes.

Contractor and all associated sub-contractors employees 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), applicable installation, facility and area commander installation/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.

1.8.3 iWATCH Training

The contractor and all associated subcontractors shall brief all employees on the local iWATCH program (training standards will be provided by the requiring activity Antiterrorism Officer(ATO)). This local developed training will be used to inform employees of the types of behavior to watch for and instruct employees to report suspicious activity to the COR.

This training shall be completed within 30 calendar days of contract award and within 30 calendar days of new employees commencing performance with the results reported to the COR NLT 45 calendar days after contract award.

1.8.4 Access to Government Information Systems

All contractor employees with access to a government info system must be registered in the ATCTS (Army Training Certification Tracking System) at commencement of services, and must successfully complete the DOD

Information Assurance Awareness prior to access to the information systems and then annually thereafter.

1.8.5 OPSEC Standing Operating Procedure/Plan

Develop an OPSEC Standing Operating Procedure (SOP)/Plan within 90 calendar days of contract award, to be reviewed and approved by the responsible Government OPSEC officer, per AR 530-1, Operations Security.

This SOP/Plan will include the government's critical information, why it needs to be protected, where it is located, who is responsible for it, and how to protect it. In addition, identify an individual who will be an

OPSEC Coordinator. The contractor will ensure this individual becomes

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SECTION 01 14 10 - Page 6

OPSEC Level II certified per AR 530-1.

1.8.6 OPSEC Training

All new contractor employees will complete Level I OPSEC Training within

30 calendar days of their reporting for duty. Additionally, all contractor employees must complete annual OPSEC awareness training.

Submit certificates of completion for each affected contractor and subcontractor employee to the COR or to the contracting officer (if a COR is not assigned) within 5 calendar days after completion of training.

OPSEC awareness training is available at the following websites:

https://www.iad.gov/ioss/ or http://www.cdse.edu/catalog/operations-security.html or it can be provided by the RA OPSEC Officer in presentation form which will be documented via memorandum.

1.8.7 Information Assurance (IA)/Information Technology (IT) training

All contractor employees and associated subcontractor employees must complete the DoD IA awareness training before issuance of network access and annually thereafter. All contractor employees working IA/IT functions must comply with DoD and Army training requirements in DoD 8570.01, DoD

8570.01-M and AR 25-2 within six months of employment.

1.8.8 Information Assurance (IA)/Information Technology (IT) certification

Per DoD 8570.01-M , DFARS 252.239.7001 and AR 25-2, the contractor employees supporting IA/IT functions shall be appropriately certified upon contract award. The baseline certification as stipulated in DoD 8570.01-M must be completed upon contract award.

1.8.9 Handling or Access to Classified Information

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); any revisions to DOD 5220.22-M, notice of which has been furnished to the contractor.

1.8.10 Escort in Sensitive or Restricted Areas

All contract employees, including subcontractor employees who are not in possession of the appropriate security clearance, will be escorted in areas where they may be exposed to classified and/or sensitive materials and/or sensitive or restricted areas. The contractor will coordinate with the COR and/or the facility security office for access when required.

1.8.11 Contractor Company Facility Clearance

The Prime Contractor Company must have a Facility Clearance (FCL) at the appropriate level in accordance with the NISPOM DOD 5220.22-M and AR 380-49 prior to the start of the contract awarded period of performance.

Contractor personnel performing work under this contract must have the required security clearance, per AR 380-67, at the appropriate level at the start of the period of performance. Security Clearances and FCL requirements are required to be maintained for the life of the contract in accordance with the DD254 attached to the contract. If no FCL, the supporting Government Contracting Activity will sponsor the Prime http://www.iad.gov/ioss/ http://www.cdse.edu/catalog/operations-security.html

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SECTION 01 14 10 - Page 7

Contractor Company in obtaining the FCL.

1.8.12 Flight Line Photography

No persons are allowed to take photography in/around the Perimeter Road site, or of the McChord Airfield flight line without proper approvals.

See 01 30 00 ADMINISTRATIVE REQUIREMENTS.

1.9 RADIATION PERMIT APPLICATION (RPA)

A Radiation Permit is required to use, store, or possess ionizing radiation sources on Federal installations in accordance with 32 CFR 655.

An RPA shall be reviewed by the Radiation Protection Officer (RPO) and approved via the Contracting Officer. Remove all permitted sources from installation by the end of the permitted period. RPA shall specify start and stop dates for the Radiation Permit and describe the intended use of the radioactive material. For sealed sources, an affirmation that leak test requirements are current shall be included in the RPA.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

-- End of Section --

McChord Field Bridges Design Issued for Construction

Revised August 22, 2022

Section 01 22 00.00 10 - Page 1

SECTION 01 22 00.00 10

MEASUREMENT AND PAYMENT

1.1 GENERAL INFORMATION

Payment items for the work of this Contract for which payments will be made are listed in the bid schedule and described below. The Contract price for each item shall constitute full compensation for furnishing all plant, labor, materials, appurtenances, and incidentals and performing all operations necessary to construct and complete the items in accordance with these specifications and the applicable drawings, including surveying performed by the Contractor. The Contractor shall be responsible for transporting and disposal of all construction waste off-site.

All costs for items of work, which are not specifically mentioned to be included in a particular payment item, shall be included in the listed job item most closely associated with the work involved. Work paid for under one item will not be paid for under any other item. No separate payment will be made for the work, services, or operations required by the

Contractor, as specified in DIVISION 1, GENERAL REQUIREMENTS, to complete the project in accordance with these specifications; all costs thereof shall be considered as incidental to the work. No payment will be made for repair of damage resulting from Contractor operations.

1.2 MEASUREMENT GUIDELINES

1.2.1 Job Items

Items measured as a "job" will be measured for payment as a complete job in the locations indicated. Unless the payment item paragraph makes a specific exception of any item, incidental items will not be measured under any other item even though there is another listing for the work or material.

1.3 BASE ITEMS (LUMP SUM OR CUBIC YARDS AS NOTED ON THE BID SCHEDULE)

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

Progress payments for lump sum CLINs will be made in accordance with the

Payments Under Fixed-Price Construction Contracts clause of SECTION 00700

CONTRACT CLAUSES in Volume 1. Provide a list of pay activities, (Schedule of

Values) to breakdown bid for each lump sum CLIN. Within 20 calendar days after receiving Notice to Proceed, submit Schedule of Values for Government approval. An unbalanced Schedule of Values and Pay Activity Schedule will be returned for revision. If this Contract contains either the Continuing

Contracts clause or the Continuing Contracts (Alternate) clause, the

Section 01 22 00.00 10 - Page 2

Contractor should take into account the amount reserved for Contract payments when preparing the construction schedule.

1.3.1 CLIN 0001: Perimeter Road (J84018) Heavy Metal and Petroleum Soil

Testing

Payment will be made for costs associated with testing of soil associated with roadway, channel and/or abutment excavation. Work shall include, but is not limited to, furnishing all materials and labor to test potentially contaminated soils for heavy metals and petroleum as required under the specification.

1.3.2 CLIN 0002: Perimeter Road (J84018) PFAS Soil Testing

Payment will be made for costs associated with testing soils planned of export for potential PFAS contamination. All Work will follow the contract specification for PFAS soil contamination of associated with roadway, channel and/or abutment excavation. Work shall include, but is not limited to, furnishing all materials and labor to test potentially PFAS contaminated soils as required under the specification.

1.3.3 CLIN 0003: Perimeter Road (J84018) Demonstration Test Piles

Payment will be made for costs associated with manufacturing, installation, and testing of a single demonstration pile (i.e., non-production pile) at each abutment location (2 total).

1.3.4 CLIN 0004: Perimeter Road (J84018) Stream Crossing Repair

Payment will be made for costs associated with operations necessary for construction of the Perimeter Road Bridge as shown in (Drawing Reference).

Work shall include, but not be limited to, demolition, earthwork and embankments, bridge foundation and superstructure installation, roadwork, preparation of record drawings, survey, inspection, load rating analysis, and seeding and planting.

The bridge super structure and substructure and roadway includes the bridge deck, concrete end walls, concrete piling, guard rails, and all appurtenances and assemblies needed to provide a complete and functional installation. Roadway work includes structural backfill, compaction, paving base courses, milling existing asphalt pavement, asphalt paving and striping.

1.3.5 CLIN 0005: Perimeter Road (J84018) Excess Soil Excavation, Haul and

Placement on JBLM (Joint Base Lewis McChord)

Payment will be made for costs associated with excavation and removal of tested soil associated with roadway, channel and/or abutment excavation.

Work shall include, but is not limited to, furnishing all materials and labor to temporarily stockpile(s), weatherproof protective covering and under covering and disposal of approved soils at a designated JBLM borrow location. The unit if measure shall be Cubic Yards (CY) of soil moved and managed at the approved location on JBLM (Joint Base Lewis McChord).

Section 01 22 00.00 10 - Page 3

1.3.6 CLIN 0006: Perimeter Road (J84018) PFAS Groundwater

Treatment and Testing

Payment will be made for costs associated with dewatering for excavation that may result in subsurface and/or groundwater extraction. Work shall include, but is not limited to, furnishing all materials and labor for groundwater interception, PFAS treatment, testing, and discharge of treated water.

1.3.7 CLIN 0007: Perimeter Road (J84018) PFAS and/or Heavy Metal and/or

Petroleum Contaminated Soil Disposal Requiring Permitted Subtitle C

Legal Landfill off JBLM (Joint Base Lewis McChord)

Payment will be made for costs associated with additional haul and disposal of PFAS and/or heavy metal and/or petroleum tested/contaminated soil associated with roadway, channel and/or abutment excavation beyond BASE ITEM

CLIN 0005. The unit of measure shall be Cubic Yards (CY)of contaminated soil moved to a legal approved hazardous waste facility off JBLM (Joint Base

Lewis McChord).

The disposal location must meet all legal requirements of the appropriate landfill(s) for identified contaminate(s) off JBLM (Joint Base Lewis

McChord). Work shall include, but is not limited to, furnishing all materials, labor, and fees for disposal of PFAS and/or heavy metal and/or petroleum contaminated soils.

Progress payments for lump sum CLINs will be made in accordance with the

Payments Under Fixed-Price Construction Contracts clause of SECTION 00700

CONTRACT CLAUSES in Volume 1. Provide a list of pay activities, (Schedule of

Values) to breakdown bid for each lump sum CLIN. Within 20 calendar days after receiving Notice to Proceed for the Option, submit Schedule of Values for Government approval. An unbalanced Schedule of Values and Pay Activity

Schedule will be returned for revision. If this Contract contains either the

Continuing Contracts clause or the Continuing Contracts (Alternate) clause, the Contractor should take into account the amount reserved for Contract payments when preparing the construction schedule.

1.4 PROGRESS PAYMENT INVOICE

Requests for payment shall be submitted in accordance with Federal

Acquisition Regulations (FAR) Subpart 32.9, entitled "PROMPT PAYMENT", and

Paragraphs 52.232-5 and 52.232-27, entitled "Payments Under Fixed-Price

Construction Contracts", and "Prompt Payment for Construction Contracts", respectively. In addition each request shall be submitted in the number of copies and to the designated billing office as shown in the Contract.

When submitting payment requests, complete Blocks 1 through 12 of the

"PROGRESS PAYMENT INVOICE" Form as directed by the Contracting Officer

(provided in RMS). The completed form shall then become the cover document to which all other support data shall be attached.

One additional copy of the entire request for payment, to include the

"PROGRESS PAYMENT INVOICE" cover document, shall be forwarded to a separate address as designated by the Contracting Officer.

Submit with each pay request, a list of subcontractors that have worked during that pay period. The listing shall be broken down into weeks, identifying each subcontractor that has worked during a particular week, and

Section 01 22 00.00 10 - Page 4 indicate the total number of employees that have worked on site for each subcontractor for each week. The prime Contractor shall also indicate the total number of employees for its on-site staff for each week.

1.5 COMPLIANCE WITH CONSTRUCTION WAGE RATE REQUIREMENTS

1.5.1 Contractor POC

Within 14 days after award of the Contract, designate a point of contact

(POC) within their organization who will be responsible for the Construction

Wage Rate Requirements Labor Program for the Contractor and all subcontractors under this contract as required by the Contract Clauses and

FAR 52.222.

1.5.2 Responsibilities

The designated Contractor POC shall be responsible for Construction Wage

Rate Requirements Labor Program activities including, but not limited to:

a. Documentation and record keeping;

b. Submittal and accuracy of certified payrolls;

c. Submittal of required labor forms including requests for additional classifications and rates, Statements and Acknowledgement, etc.;

d. Posting of the wage determination, approved additional classifications and rates, labor and EEO posters;

e. Coordination with the Contracting Officer's Labor Program POC.

Section 01 22 00.00 10 - Page 5

Prior to submittal to the Government, payrolls shall be reviewed for compliance to all applicable labor standards, to include, but not be limited to the following items: correct wage rates, correct overtime classification and pay, misclassification of workers for work actually performed, apprentice to journeyman ratios, and registration of apprentice. Corrective actions shall be taken as necessary to ensure Contractor compliance with applicable contract and FAR clauses.

1.5.3 Certification

The Contractor POC shall provide a signed certification stating the following: "I certify that the submitted items being forwarded have been reviewed in detail and are correct and in strict conformance with the Labor

Standards of the contract except as otherwise stated."

1.6 PROPOSED PROJECT MODIFICATIONS

Price proposals for contract modifications shall be submitted in accordance with the requirements of the Contract Clause MODIFICATION PROPOSALS - PRICE

BREAKDOWNS. If change order work impacts or delays other unchanged contract work, the costs of such impacts or delays shall be included in the proposals and separately identified. The current threshold for requiring cost or pricing data is $700,000 but is subject to change. (See FAR 15.403 (a) (1) iii.) Any modification proposal that exceeds the cost and pricing data threshold shall meet the requirements of FAR 15.403. (See instructions for

Change Orders/Modification and Claims in Table 15-2 of FAR 15.408.)

1.7 ELECTRONIC SOFTWARE SYSTEM FOR SUBMITTING CERTIFIED LABOR PAYROLLS AND

RECORDS

The Contractor is required to use a commercially available software system to process and submit certified payrolls electronically to the Government.

The requirements for preparing, processing, and submitting certified labor payrolls are established by the requirements as stated in FAR 52.222-8

PAYROLLS AND BASIC RECORDS, and FAR 52.222-13 COMPLIANCE WITH CONSTRUCTION

WAGE RATE REQUIREMENTS AND RELATED REGULATIONS.

Provide all access, licenses, and other services required for the receipt, processing, certifying, and electronically transmitting payrolls to the

Government, and storing weekly payroll and other data required to comply with Construction Wage Rate Requirements and related regulations. The payroll software system shall be capable of preserving submitted payroll documents and related records for a minimum of three years after contract completion. Provide system access to the Government for the duration of this construction contract. Government access shall include online review by the Government's contract administration office of all electronic payroll records of the Contractor.

The payroll processing software system shall also meet the following functional criteria. It shall:

a. Be compliant with appropriate Construction Wage Rate Requirement payroll provisions in applicable Federal Acquisition Regulations,

b. Be able to accommodate the required number of employees and subcontractors employed under the contract, Section 01 22 00.00 10 - Page 6

c. Be capable of producing an MS Excel compatible spreadsheet to be uploaded into the Quality Control System (QCS), which in turn shall exported to the Resident Management System (RMS),

d. Provide demonstrated security of data storage, data entry, and data access rights,

e. Be able to produce Contractor certified electronic versions of weekly payroll data,

f. Be able to identify erroneous entries and track data/time of all versions of the Construction Wage Rate certified payrolls submitted to the Government over the life of the contract, and

g. Be capable of generating a durable record copy; that is, a CD or DVD of records in PDF format from the system database. This durable record copy shall be provided to the Government during contract closeout.

All incurred costs related to the provision and use of an electronic payroll processing system shall be included in the price for the work under the contract. All costs for providing and using the electronic payroll processing system and services shall not be a separately billed or reimbursed item under the contract.

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SECTION 01 30 00 - Page 1

SECTION 01 30 00

ADMINISTRATIVE REQUIREMENTS

1.1 REFERENCES

U.S. ARMY CORPS OF ENGINEERS (USACE)

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

Manual

1.2 SUBMITTALS

Government approval is required for submittals with a "G" classification.

Submittals not having a "G" classification are for information only. When used, a code following the "G" classification identifies the office that will review the submittal for the Government. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

View Location Map

Progress and Completion Pictures

SD-04 Samples

1.3 VIEW LOCATION MAP

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

1.4 PROGRESS AND COMPLETION PICTURES

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

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SECTION 01 30 00 - Page 2

1.5 MINIMUM INSURANCE REQUIREMENTS

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

1.6 SUPERVISION

1.6.1 Superintendent Qualifications

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

For projects where the superintendent is permitted to also serve as the

Quality Control (QC) Manager as established in Section 01 45 00.00 10

01 45 00.00 20 01 45 00.00 40 QUALITY CONTROL, the superintendent must have qualifications in accordance with that section.

1.6.2 Minimum Communication Requirements

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

1.6.3 Duties

The project superintendent is primarily responsible for managing subcontractors and coordinating day-to-day production and schedule adherence on the project. The superintendent is required to attend schedule update meetings, partnering meetings, and quality control meetings. The superintendent or qualified alternative must be on-site at all times during the performance of this contract until the work is completed and accepted.

1.6.4 Non-Compliance Actions

The Project Superintendent is subject to removal by the Contracting

Officer for non-compliance with requirements specified in the contract and for failure to manage the project to ensure timely completion.

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

Contractor.

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SECTION 01 30 00 - Page 3

1.7 PRECONSTRUCTION MEETING

Immediately after award, prior to commencing any work at the site, coordinate with the Contracting Officer a time and place to meet for the

Preconstruction Meeting The meeting must take place within 35 calendar days after award of the contract, but prior to commencement of any work at the site. The purpose of this meeting is to discuss and develop a mutual understanding of the administrative requirements of the Contract including but not limited to: daily reporting, invoicing, safety, base-access, outage requests, hot work permits, schedule requirements, quality control, schedule of prices or earned value report, shop drawings, submittals, cybersecurity, prosecution of the work, government acceptance, final inspections and contract close-out. Contractor must present and discuss their basic approach to scheduling the construction work and any required phasing.

1.7.1 Attendees

Contractor attendees must include the Project Manager, Superintendent, Site Safety and Health Officer (SSHO), Quality Control Manager and major subcontractors.

1.8 MOBILIZATION

Contractor shall mobilize to the jobsite within 60 calendar days after contract award. Mobilize is defined as having equipment AND having a physical presence of at least one person from the contractor's team on the jobsite.

Not Used

Not Used

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SECTION 01 32 01.00 10 - Page 1

SECTION 01 32 01.00 10

PROJECT SCHEDULE

1.1 REFERENCES

AACE INTERNATIONAL (AACE)

AACE 29R-03 (2011) Forensic Schedule Analysis

AACE 52R-06 (2006) Time Impact Analysis - As Applied in Construction

U.S. ARMY CORPS OF ENGINEERS (USACE)

ER 1-1-11 (1995) Administration -- Progress, Schedules, and Network Analysis Systems

1.2 SUBMITTALS

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

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

Preliminary Project Schedule; G

Initial Project Schedule; G

Periodic Schedule Update; G

Project Scheduler Qualifications

1.3 PROJECT SCHEDULER QUALIFICATIONS

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

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SECTION 01 32 01.00 10 - Page 2

2.1 SOFTWARE

The scheduling software utilized to produce and update the schedules required herein must be capable of meeting all requirements of this specification.

2.1.1 Government Default Software

The Government intends to use Primavera P6.

2.1.2 Contractor Software

Scheduling software used by the contractor must be commercially available from the software vendor for purchase with vendor software support agreements available. The software routine used to create the required sdef file must be created and supported by the software manufacturer.

2.1.2.1 Primavera

If Primavera P6 is selected for use, provide the "xer" export file in a version of P6 importable by the Government system.

2.1.2.2 Other Than Primavera

If the contractor chooses software other than Primavera P6, that is compliant with this specification, provide for the Government's use two licenses, two computers, and training for two Government employees in the use of the software. These computers will be stand-alone and not connected to Government network. Computers and licenses will be returned at project completion.

3.1 GENERAL REQUIREMENTS

Prepare for approval a Project Schedule, as specified herein, pursuant to

FAR Clause 52.236-15 Schedules for Construction Contracts. Show in the schedule the sequence in which the Contractor proposes to perform the work and dates on which the Contractor contemplates starting and completing all schedule activities. The scheduling of the entire project, including the design and construction sequences, is required. The scheduling of design and construction is the responsibility of the Contractor. Contractor management personnel shall actively participate in its development.

Designers, subcontractors, and suppliers working on the project shall also contribute in developing and maintaining an accurate Project Schedule.

Provide a schedule that is a forward planning as well as a project monitoring tool.

3.2 BASIS FOR PAYMENT AND COST LOADING

The schedule is the basis for determining contract earnings during each update period and therefore the amount of each progress payment. The aggregate value of all activities coded to a contract CLIN must equal the value of the CLIN.

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SECTION 01 32 01.00 10 - Page 3

3.2.1 Activity Cost Loading

Activity cost loading must be reasonable and without front-end loading.

Provide additional documentation to demonstrate reasonableness if requested by the Contracting Officer.

3.2.2 Withholdings / Payment Rejection

Failure to meet the requirements of this specification may result in the disapproval of the preliminary, initial or periodic schedule updates and subsequent rejection of payment requests until compliance is met.

In the event that the Contracting Officer directs schedule revisions and those revisions have not been included in subsequent Project Schedule revisions or updates, the Contracting Officer may withhold 10 percent of pay request amount from each payment period until such revisions to the project schedule have been made.

3.3 PROJECT SCHEDULE DETAILED REQUIREMENTS

3.3.1 Level of Detail Required

Develop the Project Schedule to the appropriate level of detail to address major milestones and to allow for satisfactory project planning and execution. Failure to develop the Project Schedule to an appropriate level of detail will result in its disapproval. The Contracting Officer will consider, but is not limited to, the following characteristics and requirements to determine appropriate level of detail:

3.3.2 Activity Durations

Reasonable activity durations are those that allow the progress of ongoing activities to be accurately determined between update periods.

Less than 2 percent of all non-procurement activities may have Original

Durations (OD) greater than 20 work…