DRAFT_ STATEMENT OF WORK _SOW_.pdf

SECTION 01 11 00

STATEMENT OF WORK

7 June 2019

PART 1. GENERAL

1.1 DESCRIPTION OF WORK:

The Contractor shall provide all plant, labor, tools, equipment, and materials (except as indicated otherwise in the specifications) and perform all work in strict accordance with the specifications and plans required for the Indefinite Delivery Contract (IDC). The IDC is for a broad range of maintenance, repair and minor construction work on vehicle roadways and airfield paving projects at Joint Base Lewis-McChord (JBLM). For this contract, Joint Base Lewis McChord includes

Lewis-Main, Lewis-North, and McChord Field areas of JBLM. The work is required in support of

Public Works (PW) activities headquartered at Joint Base Lewis-McChord (JBLM). During the contract period, the Government will identify tasks required to complete each specific job and will issue Requests for Proposals. The Contractor shall be required to furnish all materials, equipment and personnel necessary to manage and accomplish the Task Orders (TOs) as ordered from the

IDC. The Task Orders may include construction, removal, replacement, and repairs associated with roadway and airfield projects, as defined below. Removal, replacement and repair of existing subgrade, utilities, shoulders, curbs, gutters, sidewalks and other real property common to roadway and airfield pavements shall also be included – depending on unique requirements of individual task orders.

1.2 DEFINTION OF “ROADWAY AND AIRFIELD PROJECTS”:

1.2.1 Roadway Pavement: Is a surfaced area designated to carry vehicular traffic that includes the entire pavement system structure above the subgrade. Hot Mixed Asphalt (HMA) or concrete required to support vehicle loadings whether they are the traveled way, shoulders, turn lanes, auxiliary lane, parking lots, is to be considered roadway pavement.

1.2.2 Airfield Pavement: Is a surfaced area designated to carry aircraft traffic and includes the entire pavement system structure above the subgrade. HMA or concrete required to support aircraft loadings, whether interior (hangar floors) or exterior, (runway, taxiway, taxi lane, aprons, shoulders, landing pads) is to be considered airfield pavement.

1.2.3 Range Roads: (Also known as Combat Vehicle Trails) are permanent roads used to access combat training areas on JBLM. Trails are to be useable by heavy tactical vehicles and equipment, construction equipment, log hauling operations, and lowboy truck and trailer. Typical Range Road can include:

- Speed 25 mph

- Subgrade 20 to 24 feet wide includes a 2 to 3 foot ditch

- Running Surface 16-20 feet wide

- Surfacing Crushed Rock

- Minimum Curve Radius 50-feet plus curve widening

1.2.4 Sidewalks: Is a safe path for people to walk along that is separated from motorized traffic.

Sidewalks may also be used as a paved path, trail or footpath that is not next to a road, for example, sidewalks between barracks, business, parking lots or recreational area. Surface material can be cement concrete, asphalt or gravel. Sidewalks are to be Americans with Disabilities Act (ADA) compliant, constructed on top of a prepared gravel base, and to match existing grades. Most sidewalks are constructed as part of larger road projects; however, task orders can be awarded primarily as sidewalk construction.

1.2.5 Curb and Gutter: Used to separate the road from the roadside, control traffic flow, discourage drivers from parking or driving on sidewalks or leaving the roadway at non-controlled access points. They also provide structural support to the pavement edge. Curbs and gutters can be used to channel runoff water from rain or melted snow and ice into storm drains. Typically curb and gutter will be made of Portland cement concrete with an approximate total height of 16-inches and a gutter width of 12-inches and curb width of 6-inches. Concrete can be placed by a slip form/extrusion machine, formed method, or by a combination of these methods.

1.2.6 Parking Lot: Is a cleared area that is intended for parking vehicles that has a concrete, asphalt or graveled surface. The area is organized into parking spaces, which are generally marked with paint lines or wheel stops for each vehicle and driving lanes in between so that vehicles can drive into and out of the spaces. The arrangement of the parking spaces relative to the driving lanes can feature perpendicular parking spaces, angle parking, or parallel parking, or possibly some combination of these.

1.2.7 Typical Work Requirements:

1.2.7.1 Principal work activities shall include preparation of roadways and/or airfield pavements to uniform grades and cross-sections for specific projects/task orders. These may include:

- Demolition, relocation and/or installation of Hot Mix Asphalt (HMA) and concrete pavement for roadway and airfields

- Demolition, relocation and/or installation of HMA and gravel for parking lots

- Clearing and grubbing, excavation, backfill, compaction, and grading.

- Grade and install gravel for Range Roads

- Pulverize and/or planning Asphalt, excavate and haul.

- Pavement rejuvenation to include crack and joint repair, pavement patch, bituminous surface treatment

- Demolition, relocation and/or installation of concrete sidewalk, curb and gutter.

- Airfield pavement crack, joint and spall repair

- Airfield concrete pavement panel replacement

1.2.7.2 Ancillary activities in a roadway and airfield project shall include :

- Demolition, relocation and installation of concrete sidewalk, curb and gutter

- Pulverize planing asphalt, excavate and haul.

- Demolition, relocation and/or installation of stormwater drainage pipe and structures.

- Demolition, relocation and/or installation of potable water pipe and fire hydrants.

- Demolition, relocation and/or installation of sanitary sewer pipe.

- Erosion control.

- Vehicular and pedestrian traffic control.

- Layout and installation of pavement markings.

- Layout, demolition, relocation and/or installation of traffic signal light induction loops and underground electrical power.

- Demolition, relocation and/or installation of fences.

- Provision of trees

1.2.7.3 Site Layout: The contractor shall be responsible for determining vertical, horizontal, angle points, distances, surface and subsurface features, construction staking, and layout relevant to each task order, based on government provided simplified sketches. Staking and layout may include calculating and setting elevations and grades to provide positive drainage for pavements, curbs and gutters and drainage structures verifying (e.g. the furnished sketch shows the geometry of a new parking lot and the contractor provides all layout including calculating elevations and grades). The contractor shall survey existing conditions of the work site, including topography, existing buildings and infrastructure, and underground infrastructure whenever possible (e.g. measuring invert elevations and diameters of sewers at manholes) to ensure usably complete end product compliant with all specifications.

1.3 ELECTRONIC SUBMITTALS

1.3.1 Transmittal Form: All submittals shall be submitted electronically unless specified otherwise in the Task Order. The contractor shall use the electronic version of the transmittal form (ENG

Form 4025) for submitting both Government-approved and information only submittals in accordance with the instructions on the reverse side of the form. These forms will be furnished to the contractor. Properly complete this form by filling out all the heading blank spaces and identifying each item submitted. Exercise special care to ensure proper listing of the specification paragraph and sheet number of the contract drawings pertinent to the data submitted for each item.

1.3.2 Submittal Format

1.3.2.1 Drawings: The submission of drawings shall be in an electronic drawing file in AutoCAD format and a second electronic copy in PDF format (to facilitate review by Government personnel who do not have AutoCAD software).

See A/E/C CADD Standard Release 6.0 for detailed standards for the drawings. The reference is located at https://www.wbdg.org/ccb/AECCAD/ERDCITL_TR12-6_r6.pdf

1.3.2.2 Other submittals: For catalog cuts, illustrations, printed specifications, or other data submitted inapplicable portions shall be marked out and applicable items such as model numbers, sizes, and accessories shall be indicated by arrows or highlights. The submittals will be provided in electronic (.pdf) format

1.4 WORK COVERED BY CONTRACT DOCUMENTS

1.4.1 Location: The work shall be performed at various locations on Joint Base Lewis - McChord, Washington.

1.4.2 EXHIBIT LINE ITEMS (ELINS)

1.4.2.1 This is a pre-priced line item contract. Task Orders issued under this contract shall be priced based on the ELINS identified in the ELIN Pricing Schedule (Attachment C), and as described in the ELIN Descriptions (Attachment D). On rare occasions, some task orders http://www.wbdg.org/ccb/AECCADD/aeccaddstd.PDF may include work that is not included on the ELIN schedule. In these cases, non-pre-priced

(NPP) items may be negotiated, but the total price of all NPP items cannot exceed 10% of the task order value. Furthermore, any proposal with a NPP item exceeding $2500 must include three quotes from competing sub-contractors/suppliers, to aid the government in establishing fair and reasonable pricing for the NPP items.

1.4.2.2 The ELIN descriptions define the scope of work for each ELIN and reference the applicable technical specification by which the contractor must comply. Each ELIN description includes all labor, materials, equipment, mobilization, demobilization, clean-up, supervision, overhead, and profit required to perform the work. The ELIN Pricing Schedule identifies the unit of measure (and unit pricing upon award) for each ELIN.

1.4.2.3 The ELIN unit pricing will be fixed for the life of the contract, adjusted only with the exercise of each option period, by applying a co-efficient that will be calculated in accordance with the methodology described in the Statement of Work.

1.4.3 COMPUTATION OF COEFFICIENT FOR OPTION PERIODS

1.4.3.1 To ensure ELIN pricing is adjusted to reflect current market prices, a co-efficient will be calculated and applied to each Option Period. The contractor’s ELIN pricing for the base period shall be considered to have a co-efficient of 1.0. With the exercise of each Option, a new co-efficient will be calculated, based on the formula in paragraph 1.4.3.2 below. This co-efficient will then be applied to the sum of each task order’s negotiated ELINS, to result in the final task order pricing.

1.4.3.2 The computation of the coefficient for option years will be in accordance with the following formula:

pl = p x f Definitions:

pl = New Coefficient p = Coefficient Factor for Previous Contract Period (Note: Base Period Coefficient = 1.0) f = Index

Factor

a. The Index Factor f, shall be computed according to the following equation:

f = CCI-C

CCI-B

b. Where: CCI-C is the Construction Cost Index (CCI) for the month in which the option period is exercised, as published by the ENR (formerly called the Engineering News

Record).

c. The CCI-B is the CCI for the month in which the contract’s base period was awarded.

d. In computing f, the CCI-C may be located on the “Market Trends” page of the ENR issue current at the time that the option year is exercised.

1.4.3.3 If the CCI ceases to be published, the parties will agree on substitute indices to be used and the contract modified accordingly. Coefficients will not be adjusted for any other changes or circumstances encountered during the life of the contract. When it is determined that a task order requires modification the Contractor shall calculate his proposal using the same coefficient that was used in calculating the basic task order, regardless of the date of the modification.

1.4.4 ORDERING PROCEDURE

1.4.4.1 A Request for Proposal (RFP) with a project specific Statement of Work (SOW), that’s may include government provided concept sketch, and submittal register will be issued to the contractor. The Contractor will not be reimbursed for any pre-task order costs, including, site visits, proposal preparation, or attendance during negotiations.

1.4.4.2 A site walk(s) and scoping meeting(s) will be conducted with the government and contractor prior to submission of the proposal. The scope of work, sketches, recommended improvements, and means and methods of construction will be discussed.

1.4.4.3 The contractor will submit a proposal using the Exhibit Line Items (ELIN) pricing schedule that includes the appropriate ELINS and associated quantity take- offs applicable to the Task Order. The total price of the proposal will be established by multiplying the pre-priced unit price of each ELIN times the contractor’s proposed quantities for each ELIN. These ELINS will then be totaled, and the sum will be multiplied by the appropriate co-efficient (1.0 for the base period or the appropriate Option Period co-efficient, as calculated by the formula in Paragraph 1.4.3 above). The contractor will also include with its proposal a preliminary construction schedule, any recommended improvements to the SOW or sketches, and when applicable, a preliminary traffic control plan.

a. The description of each ELIN is included in attachment D.

b. Non pre-priced (NPP) items are not to exceed 10% of the overall task order value. NPP items over $2,500 require three competitive quotes.

c. For individual ELINS, if a fraction of an ELIN unit is proposed, the total price of that

ELIN shall be submitted by rounding to the nearest penny.

1.4.4.4 A meeting may be conducted between the government and contractor to discuss applicable

ELINS, quantities, non-pre-priced items (NPP), construction duration, and any changes to scope or sketches (recommended improvements).

1.4.4.5 ELINS agreed upon during discussions for each Task Order (to include the means and methods of construction) shall be considered to be included in the scope of work for that Task Order. Specific quantities agreed upon however shall only be used for the pricing of the Task Order and will not be binding on either party unless otherwise specified in the Task Order SOW. Tasks orders shall be awarded as firm fixed-prize awards based on tasks and specifications contained in award SOW and referenced attachments.

1.4.4.6 A bilateral, firm fixed price task order will be awarded by the contracting officer to complete the work as negotiated, to include the final SOW and sketches. The contractor cannot begin work until the Contracting Officer has approved the applicable performance and payment bonds and a notice to proceed (NTP) is issued.

1.5 CONTRACT DRAWINGS

Contractor shall provide “as-built” drawings as required for each Task Order

1.6 CONTRACTOR PERSONNEL AND SUB-CONTRACTOR QUALIFICATIONS

1.6.1 The Prime Contractor shall provide a Project Manager. The Project Manager shall be responsible for the overall management of the task order and is subject to removal by the Contracting Officer for non-compliance with the requirements specified in each task order.

The individual shall be employed by the Prime Contractor. The roles of the Project Manager are the administration of construction from start to finish including Safety, Quality, Cost and Schedule. Oversees the performance of all trade contractors and reviews architectural and engineering drawings to make sure that all specifications and regulations are being followed. Supervises Superintendent(s), reviews their reports, checks on any reported difficulties, and corrects any safety violations or other reported deficiencies.

Tracks and controls construction schedule and associated costs to achieve completion of project per task order. The Project Manager shall possess either of the following combinations of experience and education:

i. Baccalaureate Degree in engineering, architecture, construction management, or construction technology and five years’ experience working as a Project Manager (or in a position with equivalent responsibilities) simultaneously managing multiple construction projects.

ii. Ten years’ experience working as a Project Manager (or in a position with equivalent responsibilities) managing construction projects.

1.6.2 The Prime Contractor shall provide a Superintendent. The project superintendent shall be responsible for the supervision of all on site construction activities and is subject to removal by the Contracting Officer for non-compliance with the requirements specified in each task order.

The individual shall be employed by the Prime Contractor. The project superintendent must maintain a physical presence at the site at all times and is responsible for all construction and related activities at the site, except as otherwise acceptable to the Contracting Officer. The Superintendent shall possess the following experience:

i. Five years’ experience working as a Construction Superintendent (or in a position with equivalent responsibilities) managing construction projects.

The Superintendent can fulfill the role of SSHO but cannot perform the function of Quality Control Manager.

1.6.3 The Prime Contractor shall provide a Site Safety and Health Officer (SSHO) as required in the EM385-1-1 and in accordance with the Specification Section entitled “Governmental Safety Requirements”. The Contractor SSHO may be assigned other duties in addition to the duties required as SSHO.

1.6.3.1 The responsibilities associated with the Site Safety and Health Officer positions are required for each task order. The Contracting Officer reserves the right to require the replacement of the individual performing these combined duties if not performing satisfactorily. If responsibilities are combined and performed by one individual, the contractor shall define who is performing each responsibility with the task order proposal.

1.6.4 The Contractor shall provide a Construction Quality Control (CQC) System Manager as required in the specification section titled QUALITY CONTROL. The individual shall be employed by the Prime Contractor. The Contracting Officer reserves the right to require the replacement of the individual performing these combined duties if not performing satisfactorily. If responsibilities are combined and performed by one individual, the contractor shall define who is performing each responsibility with the task order proposal. The Quality Control Manager can fulfill the role of SSHO but cannot perform the function of Superintendent.

1.7 OCCUPANCY OF PREMISES

Technical Exhibit C 6/7/2019

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

1.8 EXISTING WORK

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

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

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

1.9 SALVAGE MATERIAL AND EQUIPMENT

Items designated by the Contracting Officer to be salvaged shall remain the property of the Government. The salvaged property shall be segregated, itemized, delivered, and off-loaded at the Government designated storage area.

Contractor shall maintain property control records for material or equipment designated as salvage.

Contractor's system of property control may be used if approved by the Contracting Officer.

Contractor shall be responsible for storage and protection of salvaged materials and equipment until disposition by the Contracting Officer.

2. SPECIFICATIONS AND CODES

2.1. Codes

2.1.1. The Contractor shall comply with the most recent edition, at time of solicitation, of all pertinent Local, State, and Federal building and life/health/safety codes, to include the following:

a. Applicable Unified Facilities Criteria (UFC)

b. UFC 1-200-01: General Building Requirements

c. UFC 1-200-02: High Performance and Sustainable Building Requirements https://www.wbdg.org/ffc/dod/unified-facilities-criteria-ufc/ufc-1-200-02

d. ASA IE&E SDD policy www.asaie.army.mil/Public/ES/doc/SDD%20Policy.pdf

e. UFC 1-201-01 Non-Permanent DOD Facilities in Support of Military Operations

f. EM 385-1-1 (http://www.publications.usace.army.mil/USACEPublications/EngineerManuals.aspx)

g. National Electrical Code

h. National Fire Protection Association (NFPA) Codes

i. Telecommunication Industry Association/Electrical Industry Association Wiring Standards

(Building Telecommunication Wiring Standards)

j. Army Installation Information Infrastructure Architecture Policy (I3A)

k. USACE Energy and Water Conservation Design Guide

(http://www.wbdg.org/references/pa_dod_energy.php)

l. JBLM Design Standard specifications (http://www.lewis-mcchord.army.mil/designstandards/)

PWE-707, Standard Operating Procedure for Construction and Demolition (C&D) Waste Planning and

Reporting (Available through government Project Manager)

2.2 Specifications

https://www.wbdg.org/ffc/dod/unified-facilities-criteria-ufc/ufc-1-200-02 http://www.asaie.army.mil/Public/ES/doc/SDD%20Policy.pdf http://www.publications.usace.army.mil/USACEPublications/EngineerManuals.aspx http://www.wbdg.org/references/pa_dod_energy.php http://www.lewis-mcchord.army.mil/designstandards/

2.1.1 The contractor shall comply with all relevant specification sections as set forth in the base contract.

2.1.2 In addition to the UFGS Specification Sections provided as part of the base contract, the below list of Technical Specification Sections are pertinent to this project and shall be included in the specifications for construction. An omission from this list does not relieve the contractor from adhering to the specifications for that feature of work necessary to meet manufacturer's certification and all applicable building codes.

Section No. Specification Section Name

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 Government Safety Requirements

01 45 00.00 10 Quality Control

01 50 00 Temporary Construction Facilities and Controls

01 57 20.00 10 Environmental Protection

01 57 23 Temporary Stormwater Pollution Control

01 74 19 Construction and Demolition Waste Management Part 1

01 78 00 Closeout Submittals

01 78 23 Operation and Maintenance Data

02 02 41 00 Demolition

03 20 00.00 10 Concrete Reinforcing

03 30 00 Cast-in-Place Concrete

03 30 53 Miscellaneous Cast-In-Place Concrete

03 40 00.00 10 Plant-Precast Concrete Products for Below Ground Construction

09 90 00 Paints and Coatings

22 00 00 Plumbing, General Purpose

26 00 00.00 20 Basic Electrical Materials and Methods

26 20 00 Interior Distribution System

27 10 00 Building Telecommunications Cabling System

31 00 00 Earthwork

31 23 00.00 20 Excavation and Fill

32 11 16.16 Base Course for Rigid and Subbase Course for Flexible Paving

32 11 24 Graded Crushed Aggregate Base Course for Flexible Pavement

32 12 10 Bituminous Tack and Prime Coats

32 12 16 Hot-Mix Asphalt (HMA) for Roads

33 30 00 Sanitary Sewers

33 34 00 Force Mains and Inverted Siphons, Sewer

33 71 02 Underground Electrical Distribution

3 SUBMITTALS

3.1 Project Submittal Requirements

3.1.1 All submittals shall be submitted in accordance with the specification section titled

SUBMITTAL PROCEDURES. Required submittals are identified in their applicable specification sections.

3.1.2 In addition to the requirements as outlined in the specification section titled SUBMITTAL

PROCEDURES, an electronic copy of each submittal shall be provided to the Government.

Delivery method shall be decided during the CQC coordination meeting.

3.2 Close-out Submittal Requirements

3.2.1 The Contractor shall provide close-out submittals as required by the contract specifications.

3.2.1.1 The contractor shall provide project as-built drawings meeting the CAD/GIS requirements in the current version (FY17) of JBLM DPW Geospatial Requirements

3.2.2 The Contractor shall provide a Letter of non-retention for all contract documents, plans, drawings, and specifications after the destruction of all copies that are not required by the contractor to meet legal requirements.

4 ENVIRONMENTAL AND CULTURAL RESOURCES

4.1 Asbestos Containing Material

4.1.1 Existing suspect materials involved with all disturbance work are assumed to be Asbestos-

Containing Material (ACM). It is the contractor’s responsibility to either test for, or to assume the suspect material is ACM, and that it is abated /encapsulated in accordance with

AHERA, Federal, and Local regulations. No Asbestos Hazard Emergency Response Act

(AHERA) inspection is required when the suspect materials are assumed to be ACM. The government reserves the right to accept assumptions of ACM-positive, or to require such

AHERA surveys to be performed.

4.1.2 When performed, inspections shall be accomplished in accordance with the Asbestos

Hazard Emergency Response Act (AHERA), Federal and Local regulations. A Certified

AHERA Asbestos Building Inspector shall perform all inspections. The inspection documentation shall comply with AHERA, Federal and Local regulations and shall include assessment of each Asbestos-Containing Material (ACM), its location, quantity, type, friability and percentage of asbestos.

4.1.3 If the tested material is positive for asbestos, or assumed to be ACM and must be disturbed during project execution, contractor shall have a certified Asbestos Contractor perform all asbestos disturbance work necessary to complete the project in accordance with 29 CFR

1926.1101, WAC 296-62-077, 296-65, and PSCAA Regulation 3.4. A certified abatement plan and all other applicable requirements of ‘UFGS 02 82 00 Asbestos Remediation’ are also required to be submitted and accepted before work is started. If this effort is believed to constitute differing site condition(s), then submit an RFI identifying the situation.

4.2 Lead-Containing Paint

4.2.1 Existing suspect painted surface materials involved in disturbance work will be considered to contain detectable lead paint. It is the contractor’s responsibility to either test for, or to assume the suspect material is either Lead Based Paint (LBP) or Lead Containing Paint

(LCP), and that it is abated/encapsulated in accordance with OSHA, HUD, Federal and

Local regulations. The government reserves the right to accept assumptions of LCP/LBP-positive, or to require such LCP/LBP surveys to be performed.

4.2.2 When performed, testing shall be accomplished in accordance with OSHA and/or HUD guidelines. A Certified Lead Paint Inspector shall perform lead paint inspections. The inspection documentation shall comply with Federal and Local regulations and shall include identification of all lead paint, its location, quantity, percentage by weight, and TCLP characteristics IAW ASTM E1908-16, “Standard Guide for Sample Selection of Debris

Waste from a Building Renovation or Lead Abatement Project for Toxicity Characteristic

Leaching Procedure (TCLP) Testing for Leachable Lead (Pb)”

4.2.3 If the suspect lead containing material is tested and proves positive for lead, or when assumed to be a lead containing painted surface, any disturbance work concerning the painted surfaces shall be in accordance with:

4.2.3.1.1 Federal level: 29 CFR 1926.62:

https://www.osha.gov/pls/oshaweb/owadisp.show_document?p_table=STANDARDS& p_id=10641

4.2.3.1.2 Washington WISHA-DOSH: WAC 296-62-07521

http://app.leg.wa.gov/WAC/default.aspx?cite=296-62-07521

A contractor work plan is required to be submitted and accepted before work is started, in accordance with applicable sections of ‘UFGS 02 83 00 Lead in Remediation’. If this effort is believed to constitute differing site condition(s), then submit an RFI identifying the situation.

4.3 Environmental Coordination

4.3.1 The Contractor shall comply with all Joint Base Lewis-McChord (JBLM) environmental requirements, including the most current installation regulation 200-1 (Environmental

Protection and Enhancement) and Design Standards specification section 01 57 20.00 10

(Environmental Protection), 01 57 19 (Temporary Environmental Controls). This includes the submission of an Environmental Protection Plan prior to commencement, as detailed in sections 01 57 20.00 10 and 01 57 19. The JBLM Environmental Division will review the

Plan and provide any necessary corrections or additions to the Contracting Officer or their representative. Regulation 200-1 and specification section 01 57 20.00 10, 01 57 19 are available at the JBLM Design Standards website (http://www.lewis-mcchord.army.mil/designstandards/).

4.3.2 In accordance with JBLM Reg. 200-3, no construction process or waste water shall be discharged to stormwater. In accordance with JBLM Reg. 200-2, any waste-water generated must be collected, processed, characterized, and disposed of into the JBLM sanitary sewer system or other authorized disposal method. JBLM sanitary sewer discharge requires a

JBLM Sanitary Sewer Discharge Permit which is issued by DPW Waste Water Treatment

Plan. Prior to discharge the waste water must be characterized. Results shall be submitted for review and approval by Public Works. Process water is not authorized to discharge to the ground or the JBLM storm sewer. The Environmental Protection Plan for the project should identify any potential wastewater generation and the process to which that water will be properly disposed.

Any ground disturbing activities will require coordination with the JBLM Stormwater

Program Office to ensure compliance with the MS4 permit. At the minimum, erosion and sediment controls must be identified in the Environmental Protection Plan (EPP) submittal https://www.osha.gov/pls/oshaweb/owadisp.show_document?p_table=STANDARDS&p_id=10641%20 https://www.osha.gov/pls/oshaweb/owadisp.show_document?p_table=STANDARDS&p_id=10641%20 http://app.leg.wa.gov/WAC/default.aspx?cite=296-62-07521 https://www.lewis-mcchord.army.mil/designstandards/index1.htm https://www.lewis-mcchord.army.mil/designstandards/index1.htm prior to construction. Please contact the Stormwater office at: usarmy.jblm.imcom.list.dpw-stormwater@mail.mil

4.4 Sustainable Acquisition In order to comply with federally mandated sustainable acquisition requirements and Department of Defense (DOD) and Department of the Army (DA) Green

Procurement Program (GPP) policies, Joint Base Lewis-McChord (JBLM) requires the purchase, supply, and use of environmentally preferable products and services. Program elements include: recovered material products, energy and water efficient products, alternative fuels and fuel efficiency, bio-based products, non-ozone depleting substances, and environmentally preferable products. For a listing of designated items, associated requirements and managing program websites, see https://sftool.gov/greenprocurement.

4.4.1 Additionally, the JBLM Guide to Sustainable Acquisition for Construction is available in the “Reference Manuals” section of the JBLM Design Standards webpage

(http://www.lewis-mcchord.army.mil/designstandards/index1.htm).

4.4.2 The Contractor shall comply with all applicable Federal, DOD, Army, and JBLM sustainable acquisition laws and policies. If compliant products are unavailable or determined to be impracticable based on cost or performance, the Contractor shall contact the Contracting Officer or their representative for further guidance. Claims of exception must meet applicable legal criteria and be justified in writing through the submission of a completed HJB Form 225 (Sustainable Acquisition Exception). The form is available at http://www.lewis-mcchord.army.mil/designstandards/pdf/HJB%20225.pdf. Additional information is available from the JBLM Sustainable Acquisition Program at (253) 966-6466 or usarmy.jblm.imcom.list.dpw-green-procurement@mail.mil.

4.5 Environmental Management System

4.5.1 Environmental Management System (EMS). The JBLM EMS conforms to the criteria defined in the international standard, ISO 14001:2004 Environmental management systems

– Requirements with guidance for use.

4.5.2 In accordance with EMS procedures, the Contractor shall be familiar with the JBLM environmental policy and shall ensure that this information is considered and incorporated into this project. The installation policy can be found at https://homeadmin.army.mil/lewis-mcchord/application/files/2915/3981/0306/JBLM_Environmental_Policy.pdf (click on

JBLM Policy). Additional information regarding the JBLM EMS is available from the installation EMS Coordinator (253-966-6470)

4.5.3 An environmental awareness training resource is available to the Contractor at https://homeadmin.army.mil/lewis-mcchord/application/files/1115/5191/4129/EA_Training.pdf

4.6 Hazardous Materials

4.6.1 For any hazardous materials, the Contractor shall submit an initial list of hazardous materials to be used (including unit of measure and Safety Data Sheet for each product). A copy of these documents must be submitted to the Joint Base Lewis-McChord (JBLM)

Pollution Prevention Program (usarmy.jblm.imcom.list.dpw-hm-inventory@mail.mil) prior to commencement. These items must be reviewed by Pollution Prevention and authorized for use by addition to the contractor’s Authorized Use List (AUL) issued by Pollution mailto:usarmy.jblm.imcom.list.dpw-stormwater@mail.mil mailto:usarmy.jblm.imcom.list.dpw-stormwater@mail.mil https://sftool.gov/ http://www.lewis-mcchord.army.mil/designstandards/index1.htm http://www.lewis-mcchord.army.mil/designstandards/pdf/HJB%20225.pdf mailto:usarmy.jblm.imcom.list.dpw-green-procurement@mail.mil https://homeadmin.army.mil/lewis-mcchord/application/files/2915/3981/0306/JBLM_Environmental_Policy.pdf https://homeadmin.army.mil/lewis-mcchord/application/files/2915/3981/0306/JBLM_Environmental_Policy.pdf https://homeadmin.army.mil/lewis-mcchord/application/files/1115/5191/4129/EA_Training.pdf https://homeadmin.army.mil/lewis-mcchord/application/files/1115/5191/4129/EA_Training.pdf mailto:usarmy.jblm.imcom.list.dpw-hm-inventory@mail.mil

Prevention. The Contractor shall not use any hazardous materials not listed on their current

AUL issued by Pollution Prevention.

4.6.2 For any in-use hazardous materials, the Contractor shall submit a hazardous material inventory on HJB Form 953 noting the hazardous materials used, the units of measure, quantities used, storage locations, and other information indicated on the form. This inventory shall be submitted at the end of the project. If the project goes into a new calendar year, the Contractor shall also submit a copy of this inventory (accounting for all hazardous materials) by 15 January. For any hazardous materials stored on JBLM, this inventory shall be submitted by the 15th day following the calendar year quarter in which the hazardous materials were used or stored. All HJB 953 inventories shall be submitted electronically and addressed to the Contracting Officer or their representative with usarmy.jblm.imcom.list.dpw-hm-inventory@mail.mil included in the carbon copy (“cc”) line of the email. Questions regarding the form may be directed to the JBLM Pollution

Prevention Program (966-6469). The current HJB Form 953 and form instructions are available at Section 01 57 20.00 10 of the JBLM Design Standards (https://www.lewis-mcchord.army.mil/designstandards/index1.htm).

4.7 Archaeological Requirements

4.7.1 Joint Base Lewis-McChord contains many unmarked archaeological sites that may be eligible for listing in the National Register of Historic Places.

4.7.2 In the event that human remains, artifacts, or features of archaeological interest are inadvertently discovered, the contractor will do the following:

4.7.2.1 Immediately cease activity in the vicinity of the discovery.

4.7.2.2 Stabilize and protect such discoveries from further disturbance or public disclosure.

4.7.2.3 Provide immediate notice (no longer than 24 hours following discovery) by telephone and email to the Installation Cultural Resource Manager and Contracting Officer's

Representative.

4.7.2.4 Work may not proceed in the vicinity of the discovery until authorized to proceed by the

Installation Cultural Resource Manager and the Contracting Officer's Representative.

4.8 Construction and Demolition (C&D) Waste Planning and Reporting

4.8.1 The contract is required to achieve a minimum of 60% waste diversion, in accordance with the Engineering and Construction Bulletin 2015-19.

4.8.2 Complete C&D Diversion and Disposal Reporting Form quarterly or as required by CD

Diversion and Disposal Reporting Form Instructions (projects of six months duration or less report at completion). Landfill or incinerated tons shall also be reported.

4.8.2.1 Link to HJB Form 229 http://www.lewis-

mcchord.army.mil/designstandards/pdf/0229_Construction_And_Demolition_Disposal_Tra nsaction.pdf https://www.lewis-mcchord.army.mil/designstandards/index1.htm https://www.lewis-mcchord.army.mil/designstandards/index1.htm http://www.lewis-mcchord.army.mil/designstandards/pdf/0229_Construction_And_Demolition_Disposal_Transaction.pdf http://www.lewis-mcchord.army.mil/designstandards/pdf/0229_Construction_And_Demolition_Disposal_Transaction.pdf http://www.lewis-mcchord.army.mil/designstandards/pdf/0229_Construction_And_Demolition_Disposal_Transaction.pdf

4.8.2.2 Link to HJB Form 229 Instructions.http://www.lewis-

mcchord.army.mil/designstandards/pdf/hjb%20229_instructions.pdf.

4.9 Excess soils and clearing and grubbing debris

4.9.1 JBLM may accept excess or unsuitable soil from JBLM construction and demolition projects for placement in designated former borrow source areas on JBLM. No land clearing debris or sod is accepted. Soil must not be chemically contaminated. Soil will be tested before requesting deposit into a borrow source area. A Borrow Source Area Use

Authorization Form (HJB 224) must be completed and approved by DPW/ED staff prior to delivery of soil to the borrow source area. Project contractors will be required to place soil in the borrow source areas in an organized and planned manner. Authorization requests and questions should be directed to DPW/ED staff, call (253) 966-2814 or 6452. The Borrow

Source Area Use Authorization Form can be found here: http://www.lewis-mcchord.army.mil/designstandards/pdf/HJB_224.pdf.

4.9.2 Clearing and grubbing debris (e.g., logs, stumps, roots, brush, limbs and other land clearing debris, except for salable timber), shall be diverted from landfill disposal whenever possible. Landfill disposal shall be the last option. Diversion and disposal shall be at the contractor's expense. On a case by case, pre-coordinated basis; where clearing and grubbing debris is chipped onsite, the clean wood chips may be accepted at JBLM Composting

Facility (Eco Park/Earthworks). Requests/questions should be directed to DPW/ED staff at

(253) 967-3803, (253) 966-6452, or usarmy.jblm.imcom.list.dpw-jblm-recycles@mail.mil.

5 SPECIAL ACCESS REQUIREMENTS

5.1 Reserved.

6 OTHER CONDITIONS AFFECTING WORK

6.1 Work Coordination

6.1.1 Interfacing With Others

6.1.1.1 The Contractor shall plan his work activities in a manner such that there will be minimal interference and inconvenience to ongoing traffic and daily operations in the facility and local areas.

6.1.1.2 All work will be scheduled and coordinated with the Government Project Management

Team or their designee at all times.

6.1.1.3 The Contractor may not block traffic, roads, access routes, or exits without prior coordination with the Project Manager or other authorized Government representative.

6.1.2 Pre-Construction Conference

6.1.2.1 The Contractor shall attend a pre-work meeting presided over by the Project Manager prior to commencing construction activities. The Contractor shall contact the Project Manager within 10 days of issuance of the NTP to establish a date and time for the preconstruction meeting. The Contractor shall submit a site-specific construction schedule and a site http://www.lewis-mcchord.army.mil/designstandards/pdf/hjb%20229_instructions.pdf http://www.lewis-mcchord.army.mil/designstandards/pdf/hjb%20229_instructions.pdf http://www.lewis-mcchord.army.mil/designstandards/pdf/HJB_224.pdf http://www.lewis-mcchord.army.mil/designstandards/pdf/HJB_224.pdf mailto:usarmy.jblm.imcom.list.dpw-jblm-recycles@mail.mil specific Work Plan at that meeting for government approval unless these items have been previously approved by the government. The schedule shall be in sufficient detail to identify all aspects of the work including all significant project tasks with durations and start and finish times.

6.1.3 Pre-Construction CQC Coordination Meeting

6.1.3.1 The Contractor shall attend a CQC Coordination meeting held in accordance with specification section titled QUALITY CONTROL.

6.2 Compliance with Rules, Regulations, and Statutes

6.2.1 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, environmental and hazardous material handling while performing this Task Order. All work shall meet or exceed all applicable industry standards.

6.3 Firearms

6.3.1 Contractor personnel shall carry no firearms while performing work under this Contract.

6.4 Work Hours

6.4.1 The construction activity period 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's Representative.

6.5 Site Utilities

6.5.1 Outages

6.5.1.1 Any utility outages, including but not limited to, electrical, mechanical, fire protection and plumbing systems, shall be coordinated at least ten (10) working days prior to proposed outages. Coordination will be documented on the appropriate outage request form (separate document for utilities and fire protection systems). Outages shall be scheduled to minimize interruptions to normal using agency operations.

6.5.2 Potable Water

6.5.2.1 The Government shall make available to the Contractor, from existing outlets and supplies, reasonable amounts of potable water without charge. The Contractor shall conserve potable water furnished. The Contractor at their own expense shall install and maintain necessary temporary connections and distribution lines and shall remove the connections and lines prior to final acceptance of construction. All connections must be coordinated through the

Directorate of Public Works.

6.5.3 Electricity

6.5.3.1 Temporary Power Connections: Subject to available supply, the Government, without charge, shall make reasonable amounts of electric current available to the Contractor for performing work at the work area. The Contractor shall conserve electric current furnished.

The Contractor at their own expense shall coordinate with the electrical system owner, City

Light & Power (CLP), for temporary electrical connections.

6.5.3.2 Permanent Power Connections: The construction contractor shall coordinate with CLP for all exterior electrical civil work within the project construction perimeter. Per Army directive memo for utilities privatization, CLP shall perform all civil and electrical work related to exterior electrical system outside of the project construction perimeter. In all situations, CLP shall procure and install electrical components that are separable from the rest of the site electrical system, make final terminations, and connect to the point of demarcation (POD). CLP’s construction will be awarded through a modification to the electrical distribution system privatization contract with Defense Logistics Agency (DLA).

JBLM PW Utilities Branch will be responsible for all CLP modifications with the point of contact Ms. Royanna Solis 253-966-3282, Royanna.E.Solis.civ@mail.mil.]

6.5.3.3 For all work performed by the contractor, inspection and acceptance by CLP is required prior to Government acceptance. Acceptance through the Government will not occur without CLP’s concurrence. CLP requirements will govern the installation of the electrical service and Contractor must follow CLP standards and requirements.

6.6 Permits

6.6.1 The Contractor shall obtain and submit copies of ALL permits, unless otherwise specified.

Each permit shall be obtained before starting the respective items of work. This includes, but is not limited to, permits necessary for decontaminating water and sewer systems, and digging permits.

6.6.2 Contractors must obtain a "Dig Permit" from Public Works prior to any ground disturbing activities.

6.6.3 Once utilities have been marked as part of the dig permit process, the contractor shall document (photographs and plan drawings) and maintain the markings for the duration of the project.

6.7 Safety

6.7.1 USACE Safety and Health Requirements Manual (EM 385-1-1), available online at http://www.publications.usace.army.mil/USACEPublications/EngineerManuals.aspx, shall be considered to be a part of this Task Order and will be enforced as such. The Contractor shall prepare an accident prevention plan in accordance with the most current version of

EM 385-1-1.

6.7.2 The Traffic Control Plan, as required in section 08 of the EM 385-1-1, shall be prepared in accordance with the Manual on Uniform Traffic Control Devices.

6.8 Operation and Maintenance Requirements

6.8.1 Operation and maintenance manuals as required by the UFGS Technical Specifications

(Divisions 2 thru 48), shall be provided by the Contractor, and edited as required. The intent of the O&M Manuals is to promote and maximize the efficiency, economy, safety, and effectiveness of the life cycle operation, maintenance, and repair of the facility.

http://www.publications.usace.army.mil/USACEPublications/EngineerManuals.aspx

2.2. Construction Facilities And Temporary Controls

6.8.2 Staging areas shall be provided for the contractor at various project sites.

6.8.3 The Contractor is responsible for security of his own property and security of government property when construction activities affect existing security measures.

6.8.4 The contractor shall provide and maintain portable toilet facilities at the site for the use of contractor and subcontractor personnel, as required by the EM 385-1-1. The units shall be emptied and cleaned at least once a week, or more often if required by the COR. The doors to the unit shall be self-closing. Additionally, the toilet units shall be located out of public view as the site allows.

7 Anti-Terrorism (AT) and Operational Security (OPSEC)

7.1 AT Level I Training. All contractors and their subcontractors required to work on JBLM shall complete AT Level 1 awareness training prior to commencing work on JBLM. The contractor shall submit a signed company letter stating the annual AT Level 1 training has been or will be completed by all employees and subcontractors prior to commencing any work on JBLM. Training certificates shall be maintained and be available for inspection.

Compliance may be verified by government QA. AT Level 1 awareness training is available at the following website: https://jkodirect.jten.mil

7.2 Access and General Protection/Security Policy and Procedures. All contractor and all associated sub-contractor 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 comply with Joint Base Lewis-

McChord security regulations: JBLM Regulation 210 1, JBLM Post Regulations, Chapter 7, section XVII; JBLM Regulation 190-13, Access to and Conduct While on the Joint Base

Lewis-McChord; and JBLM Regulation 190-5, Installation Traffic Code. Contractor employees shall display either contractor provided identification badges, RAPIDGate Badge

(program expiring on 1 Aug 2019) or the AIE Long Term Badge issued by JBLM. If the contractor does not have an AIE Long Term Badge, they shall develop a contractor-provided identification badge made of nonmetallic material, easily readable and include the employee's name, the contractor's name, and a recent color photograph of the employee. The first step to obtain an AIE Long Term Badge (12 months) is to ensure the contractor’s corporation is on the DES Contractor Access List (CAL) with the correct dates for the contract/task order, the contractor will request through the PM/COR to be placed on the CAL. Both USACE and PW have POCs for the PM/COR to process CAL additions. The second step is a copy of the company’s personnel roster of those requiring badges (showing full name, date of birth, company name, position in company, how often do you come on post, what hours do you access post, what days of the week, and email address) needs to be sent through the PM/COR who will process the list through the USACE or PW POC to DES. If the individuals on the list require access outside of 0700-1700 Monday to Friday this needs to be annotated on the list. The third step is to request AIE Long Term Badge using the AIE LONG TERM BADGE

REQUEST FORM, the form will require a government employee signature and is turned in at

Waller Hall Vehicle Registration where the badge is issued. Contractor personnel shall wear the identification badge at all times when performing work under this contract at a

Government site, including while attending Government meetings that may take place outside the Government facility. Each contractor employee shall wear the identification badge in a https://jkodirect.jten.mil/ conspicuous place on the front of exterior clothing and above the waist except when safety or health reasons prohibit such placement. The contractor shall also provide all information required for background checks to meet installation access requirements to be accomplished by installation Provost Marshal Office, Director of Emergency Services or Security Office.

Contractor workforce must comply…