W912DW19B0003_Amendment_0005_-_Section_01_11_00_Statement_of_Work.pdf

SECTION 01 11 00

STATEMENT OF WORK

Version 1.34

Issued December 29, 2017

CONSTRUCTION

Final Date: April 26, 2019

1. GENERAL DISCUSSION

1.1. Project Identification

1.1.1. Project Title: REPAIR CANTONMENT FENCE

1.1.2. IJO Number: DQA000283J

1.1.3. Project Package Number: PB1835

1.2. Description of Work

1.2.1. The contractor shall supply all supervision, labor, equipment, and materials to perform all work in strict accordance with the contract, contract specifications, this statement of work, and identified drawings to repair & clear the cantonment fence on JBLM Lewis-North.

1.3. Area Description

1.3.1. Location

1.3.1.1. The Cantonment Fence on Joint Base Lewis-McChord, Lewis-North is located North / North West of I-5 adjacent to Lewis-Main. This fence line surrounds the Lewis-North Cantonment Area and accounts for over 10 miles of fence line. See drawing A1 - Cantonment Fence for the delineation of which areas are involved with each CLIN.

1.3.2. Known Existing Site Conditions:

1.3.2.1. The JBLM Cantonment Fence on Lewis-North is located on improved and unimproved grounds.

The terrain varies from flat and smooth to hilly and rutted. There are obstacles like fallen trees, ditches, discarded concrete, rail road tracks, etc. that may pose tripping or falling hazards.

Vegetation varies from maintained grass to extremely thick heavy vegetation. Additionally, there are water hazards such as American Lake, creeks, and wet lands within close proximity to the fence line. The fence is adjacent to Military Family Housing, Motor Pools, busy roads and the I-5 interstate, etc.

1.4. General Items to be Accomplished under CLINs 0001-0003:

1.4.1. Contractor shall repair all damage to the cantonment fence on JBLM Lewis-North. Damaged fence parts will include, but are not limited to, posts, brace rails, top rails, bottom rails, truss rods, chain-link fabric, extension arms, barbed wire, tension wire, hog rings, and tie wires or clips. All repairs to the Cantonment Fence shall be made utilizing the security fence construction standard that was utilized during construction for said security fence ensuring that security standards are maintained.

(See drawings A2, A3, A4, and A5 for Security Fence and Gate Details).

1.4.1.1. All gaps over 2 inches (2”) between the bottom of the fence fabric and the surface of the ground shall be filled with base coarse material and compacted until the base coarse material is uniform and flush with the bottom of the fencing fabric. For example, there are numerous locations where animals have dug passages under the fence fabric. If organic material has built up at the bottom of the fence and there is no gap in the fence, the contractor shall not take any action to remove excess material.

1.4.2. Contractor shall clear/cut all vegetation that falls within 10 feet (on both sides) of the Cantonment

Fence on JBLM Lewis-North unless otherwise noted.

1.4.2.1. All vegetation (excluding trees) within the ten foot (10’) clear zone shall be cleared/cut to a height no higher in length than four inches (4”) on improved grounds and no higher than eight inches (8”) on rough unimproved ground. All vegetation that penetrates the chain-link fabric shall be removed from the chain link fence; manually if necessary, and the bottom edges of the chain link fence shall be trimmed to meet the applicable specification noted above.

1.4.2.2. Contractor shall ensure that most debris from cutting/clearing the 10’ clear zone (grass, scots broom, briar & berry bushes, etc.) are picked up and removed according to the following specifications:

a. Unimproved Grounds: Debris created from removal of weeds, scotch broom, etc. shall be removed. However, small quantities may remain if they: 1) are ground using a mechanical grinder so their dimensions are no greater than 5” to 8” in length, 2) spread out on the surface of the ground to a depth no higher than 2” to 3” from the surface of the ground, 3) spread out evenly in a uniform manner so that no piles are evident.

b. Improved Grounds: All excess debris shall be removed, no piles or spreading of debris is allowed. For example, mowed grass does not have to be removed but briars, berry bushes, scotch broom, etc. shall be removed.

1.4.2.3. There are locations along the cantonment fence where the Contractor will encounter wet lands, creeks or American Lake. See drawing “A6 - Caution Areas” for locations.

a. Contractor shall not permit wheeled/motorized equipment within close proximity to wet lands if the land/earth will not sustain the weight of the vehicle or piece of equipment. If land will not sustain the vehicle/equipment weight without excessive rutting, hand work must be performed in these areas. Contractor will discuss working methods and restrictions with the Government Project Manager or Quality Assurance Representative (QAR) before actual work begins in each of these areas.

1.4.2.4. Some organic debris can be hauled to Earthworks, but Earthworks will not accept Scotch Broom.

All Scotch Broom shall be hauled off JBLM for disposal. DO NOT grind/chip Scotch Broom to include with your other organic debris for disposal at Earthworks. See drawing “A7 - Earthworks

Acceptance Criteria” for info on what can be disposed of at Earthworks. Contractor has the option of disposing any or all debris at any State Approved Facility.

1.4.2.5. All piles of organic vegetation that are approved for disposal at Earthworks shall be chipped / shredded into 5”-8” pieces and moved to JBLM Earthworks for composting. See drawing “A8 – Earth Works Location Map.”

1.4.2.6. Earthworks will not accept loads with excess dirt, trash, sod, stumps or slash.

1.4.2.7. Earthworks will not accept any wood chips that have been exposed to herbicide directly or potential herbicide overspray.

1.4.2.8. Any vegetation not meeting Earthworks criteria shall be hauled off base for recycling.

1.4.2.9. Earthworks will not accept any concrete or asphalt waste.

1.4.3. Contractor shall remove all trees that are located within the 10-foot clear zone on both sides of the fence-line.

1.4.3.1. All tree stumps shall be grinded flush with the natural contour of the surrounding grounds. The surrounding grounds are not the bulging grounds around the tree caused by the growth of the tree.

If there are any questions about this standard, please ask Government Project Manager or Quality Assurance Representative (QAR) for clarification.

1.4.3.2. All Merchantable Trees that are cut on Lewis-North shall be hauled to the Vancouver Log Deck

(see drawing “A11 – Vancouver Log Deck” for map). Contractor shall verify this location with the DPW Project Manager or QAR before any tree cutting operations commence.

1.4.3.3. All Firewood from trees on JBLM shall be hauled to the Vancouver Log Deck on JBLM Lewis-

North and placed /piled neatly in the Firewood area.

1.4.3.4. All Tree Limbs that are within the 10 foot clear zone on either side of the fence-line and within this zone, all tree limbs within 30 feet of the ground level shall be Removed/Trimmed. All tree limbs shall be trimmed to the face of the tree. See drawing “A10 - Tree Trimming Diagram.”

1.4.4. Contractor shall repair any damage caused during repairs to the Cantonment Fence Line. For example, rutted grounds, etc.

1.4.5. If the Cantonment Fence has to be disassembled so contractor employees can move in and out of the opening in the Cantonment Fence, the contractor shall ensure the following requirements are met:

1.4.5.1. If the opening will be utilized the following morning, the contractor shall ensure the chain-link fabric is reattached to the appropriate dimension line posts so the fencing is secure and will not blow over during inclement weather or high winds. For example, if any line posts have to be removed in order to make the opening a specific width, temporary line posts shall can be re-inserted into the ground overnight in order to secure the opening. The line posts do not have to be secured in ground with concrete if the opening will be accessed the next day. Chain Link Fabric shall be same dimension as adjacent (FE-6 or FE-7). Only enough additional parts such as tension wire, etc. shall be reinstalled to make the Cantonment Fence stable.

1.4.5.2. If the opening will not be accessed for FOUR (4) or more days, the opening shall be repaired to the applicable specification as noted in drawings A2 (FE6 Security Fence Details) or A4 (FE7 Security Fence Details).

1.4.5.3. If the fence is breached because the contractor is inside working, a contractor employee must keep watch and report to law enforcement any entrance by personnel through the area that is open.

1.5. Principal Items to Be Accomplished:

1.5.1. Base Item CLIN 0001. Repair Cantonment Fence Line, FENC2, DQA000283J

1.5.1.1. Perform all items listed in Paragraph 1.4, General Items to be accomplished under CLINs 0001- 0003, for the area called FENC2 indicated on attachment A1 and annotated by a bold yellow line.

The following specific requirements also apply to this CLIN:

1.5.1.2. There are areas along the Cantonment Fence that shall not be cleared without prior coordination:

a. The contractor shall not clear debris on the southeast side of the cantonment fence line inside the Dept. of the Army Motor Pools that are adjacent to DuPont Steilacoom Road. See drawing “A15 – Exempted Work Area.”

b. The contractor shall not perform any work on the Camp Murray side of the fence or any work on the civilian side of the commercially owned fence that runs parallel to the JBLM Cantonment Fence in DuPont-Steilacoom. Additionally, the contractor shall not perform any work on the South Sound Rail-Road side of the fence where the rail road tracks are adjacent to the JBLM Lewis-North Cantonment Fence. See drawing “A14 – Exempted Work Area.”

c. If the Cantonment Fence is damaged on the side of the fence noted in 1.5.1.2

(a) and / or (b) and debris is in contact with the fence and must be removed in order to make repairs, contractor shall coordinate with Government PM before repairs can be executed.

1.5.1.3. Contractor shall replant 60 Oregon White Oak Trees to mitigate the white oak trees that are being removed. All planting locations for oak mitigation will be within designated training areas as directed by JBLM Department of Public Works (DPW) Fish & Wildlife. Please report to Fish & Wildlife, (POC: Todd Zuchowski), Building 1210 for instructions on what Training Area you will be assigned to plant the 60 Oregon White Oak Trees. See drawing “A9 - White Oak Planting Plan.” Refer to the following instructions for any clarification.

a. There are a number of commercial nurseries in Oregon & Washington that carry the Oregon

White Oak (Quercus garryana). The tree stock to be purchased shall be in 1 or 2 gallon containers. The minimum diameter of each oak at the base stem shall be at least 1/4” or 6mm in diameter.

b. Planting of Oregon White Oak shall occur between November to March (before the first frost or before temperatures begin to warm in early spring).

c. Oregon White Oak trees shall be planted using an auger to loosen the soil. Vegetation will be removed in a no more than 12 inch diameter of the planting hole. Augured holes will be several inches deeper and several inches wider than the tree root system.

d. For the potted trees that are root bound, prune off any portion of the taproot. If a circled taproot is planted, growth will be severely hampered. The root collar (point where the taproot becomes stem) shall be just below the ground level. Pack the soil firmly.

e. All Oregon White Oak trees shall receive a 3” inch layer of organic mulch that extends at least

3’ feet in diameter (1.5’ feet radius) from the seedling in all directions. Mulch will ensure the oak tree retains as much water as possible during the summer months to ensure the best survival.

f. Once planted, the trees will be protected with 4’ tall solid walled, blue tree shelters (comparable to Protex – Pro/Gro Solid Tube Tree Protectors) that will be staked into the ground with bamboo stakes.

1.5.2. Base Item CLIN 0002. Repair Cantonment Fence Line, FENC5, DQA000283J

1.5.2.1. Perform all items listed in 1.4, General Items to be Accomplished under CLINs 0001-0003, for the area called FENC5 indicated on attachment A1 and annotated by a bold black line. The following specific requirements also apply to this CLIN:

1.5.2.2. All work accomplished in this CLIN will be executed in the vicinity of Military Family Housing.

Contractor shall contact Mr. Robert J. Wind (253-966-1540) from DPW/Residential Communities 4-6 weeks before any work commences for instructions on mandatory resident notification. (See drawings “A12 and A13” for instructions).

1.5.2.3. Contractor shall remove pile of logs located on the Veterans Administration (VA) side of the fence on JBLM Lewis-North and dispose of accordingly. See drawing “A16 – Log Pile” for location.

1.5.2.4. Contractor shall remove and dispose of barbed wire fence and cable fence (with log posts) located on North Gate Road. At the point where the barbed wire fence continues east along North Gate Road and the Cantonment Fence makes a 90 degree turn to the south towards the VA, contractor shall connect the strands of barbed wire to the Cantonment Fence from the east bound barbed wire fence, in effect, closing off the gap between the two fences. See drawing “A17 – Fence Removal” for details.

1.5.3. Option Item CLIN 0003. Repair Cantonment Fence Line, FENC4, DQA000283J

1.5.3.1. Perform all items listed in 1.4, General Items to be accomplished under CLINs 0001-0003, for the area called FENC4 indicated on attachment A1 and annotated by a bold light blue line.

1.5.4. Option CLIN 0004, Repair Cantonment Fence Line, FENC2, Fabric Screen DQA000283J

1.5.5. Repair by replacement the fabric screen attached to the Cantonment Fence on DuPont-Steilacoom Road adjacent to the JBLM Lewis-North Army Motor Pools. See drawing “A18 – Privacy Screen Site Plan”. Contractor shall provide commercial grade closed mesh poly privacy screen that provides 95% privacy, high level of UV inhibitors, with air vents (not windows) added for every 10’ of fence screen. Screen size shall be 6’-6” to 6’-6” in height to fit 7’ high Cantonment Fence.

The screen shall be obsidian black or similar in color and comparable in quality and construction to commercial block – 750 series 95% privacy screen. The screen shall have reinforced bindings running along the top, middle, and bottom of the screen and rust free grommets shall be spaced 2’ on center (OC) on the horizontal reinforced bindings (top, middle, bottom), all edges and corners.

Contractor shall utilize the 3/8” x 7’ metal rods that are currently used to reinforce the fabric screen on DuPont- Steilacoom Road. The screen shall be stretched to minimize wrinkles and attached to the Cantonment Fence using 16 gauge galvanized hog rings at each grommet. The metal rods shall be installed 10’ OC vertically, centered on the grommets, attached with hog rings to the Cantonment Fence. The existing privacy screen shall be disposed of after removal.

2. PERFORMANCE AND SCHEDULING

2.1. Performance Period Requirements

2.1.1. The Contractor is required to commence work under this Contract within ten (10) business days after the date of issuance of the Notice to Proceed (NTP) for the Base Item(s), prosecute the work diligently, and complete all work on all Base Item(s) no later than 270 calendar days after the date of issuance of the Notice to Proceed for the Base Item(s). The time stated for completion includes final cleanup of the premises and submission of all required close-out documentation.

2.2. Award of Options

2.2.1. Award of Option Item CLIN 0003 and/or 0004: The Government may award Option Item CLIN 0003 and/or 0004, or not at all, but the Option Item(s) will be awarded not later than 180 calendar days after the date of issuance of the Notice to Proceed for the Base Item(s). The Option Items may be awarded on different dates during this time period.

2.2.2. Duration of Option Item CLIN 0003 and/or 0004: If Option Item CLIN 0003 and/or 0004 is awarded prior to the issuance of Notice to Proceed for the Base Items, the total duration of this Contract stated in Subparagraph 2.1.1, above, including Base and Option Items, shall not be extended. If Option Item CLIN 0003 and/or 0004 is awarded after Notice to Proceed for the Base Items, the total duration of this Contract, including Base and Option Items, will be extended to 270 calendar days after Notice to Proceed for Option Item CLIN 0003 and/or 0004.

2.3. Construction Phasing Requirements

2.3.1. “Reserved.”

2.4. Liquidated Damages

2.4.1. If the contractor fails to complete the work within the time period specified above, liquidated damages in the amount of $482.86 per calendar day of delay will be assessed.

3. DRAWINGS

3.1. Contract Drawings

3.1.1. The drawings outlined below are attached.

Drawing Number Title Date

A1 Cantonment Fence 18 Dec 2018

A2 FE6 Security Fence Details 26 Apr 2019

A3 FE6 Security Fence Gate Details 18 Dec 2018

A4 FE7 Security Fence Details 26 Apr 2019

A5 FE7 Security Fence Gate Details 18 Dec 2018

A6 Caution Areas 18 Dec 2018

A7 Earthworks Acceptance Criteria 18 Dec 2018

A8 Earthworks Location Map 18 Dec 2018

A9 White Oak Planting Plan 18 Dec 2018

A10 Tree Trimming Diagram 18 Dec 2018

A11 Vancouver Log Deck 18 Dec 2018

A12 Family Housing Notification Checklist 18 Dec 2018

A13 Sample Family Housing Notification Letter 18 Dec 2018

A14 Exempted Work Area 18 Dec 2018

A15 Exempted Work Area 18 Dec 2018

A16 Log Pile 18 Dec 2018

A17 Fence Removal 18 Dec 2018

A18 Privacy Screen Site Plan 26 Apr 2019

3.1.2. Dimensions and utility locations are approximate and must be verified in the field.

3.2. Produced As-built drawings shall follow the CAD/GIS format identified in the current version (FY17) JBLM, DPW Geospatial Requirements

3.2.1. All exterior work under this project shall be geospatially referenced on as-built drawings or provided in GIS format

3.2.2. Each As-built drawing sheet shall be annotated with the following:

- Project Title

- Project IJO number(s)

- Project Package number(s)

- Contract number to include Contract number

- Labeled As-built with As-built date

4. SPECIFICATIONS AND CODES

4.1. Codes

4.1.1. The Contractor shall comply with the most recent edition 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. EM 385-1-1 (http://www.publications.usace.army.mil/USACEPublications/EngineerManuals.aspx)

f. National Electrical Code

g. National Fire Protection Association (NFPA) Codes

h. Army Installation Information Infrastructure Architecture Policy (I3A)

i. USACE Energy and Water Conservation Design Guide (http://www.wbdg.org/references/pa_dod_energy.php)

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

k. PWE-707, Standard Operating Procedure for Construction and Demolition (C&D) Waste Planning and Reporting (Available through government Project Manager)

4.2. Specifications

4.2.1. The below list of Technical Specification Sections are pertinent to this project and shall be included in the specifications for construction under this Contract. 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 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 Storm water Pollution Control

01 74 19 Construction and Demolition Waste Management

01 78 00 Closeout Submittals

01 78 23 Operation and Maintenance Data

02 41 00 Demolition

02 42 91 Removal and Salvage of Historic Building Materials

02 61 13 Excavation and Handling of Contaminated Material

02 61 23 Removal and Disposal of PCB Contaminated Soils

02 81 00 Transportation and Disposal of Hazardous Materials

02 82 14.00 10 Asbestos Hazard Control Activities

02 83 13.00 20 Lead in Construction

02 83 19.00 10 Lead Based Paint Hazard Abatement, Target Housing & Child Occupied Facilities

02 84 33 Removal and Disposal of Polychlorinated Biphenyls (PCBs)

03 20 01.00 10 Concrete Reinforcement

05 05 23 Welding Structural

06 10 00 Rough Carpentry

10 14 01 Exterior Signage

31 00 00 Earthwork

31 11 00 Clearing and Grubbing

32 05 33 Landscape Establishment

32 31 13.53 High Security Chain Link Fence and Gates

32 92 19 Seeding

32 93 00 Exterior Plants

5. SUBMITTALS

5.1. Project Submittal Requirements

5.1.1. All submittals shall be submitted in accordance with the specification section titled SUBMITTAL PROCEDURES. Required submittals are identified in their applicable specification sections.

5.1.2. 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 Contractor Quality Control (CQC) coordination meeting.

5.2. Close-out Submittal Requirements

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

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

5.2.1.2. 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.

6. ENVIRONMENTAL AND CULTURAL RESOURCES

6.1. Asbestos Containing Material

6.1.1. 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.

6.1.2. Reserved

6.1.3. 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.

6.1.4. 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 13.00 10 Asbestos Abatement’ are also required to be submitted and accepted before work is started. If this effort is believed to constitute differing site condition(s), contractor shall submit a Request for Information (RFI) identifying the situation.

6.2. Lead-Containing Paint

6.2.1. 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.

6.2.2. Reserved

6.2.3. 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).”

6.2.4. 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:

a. Federal level: 29 CFR 1926.62:

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

b. 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 13.00 20 Lead in Construction’. If this effort is believed to constitute differing site condition(s), the contractor shall submit a RFI identifying the situation.

6.3. Environmental Coordination

6.3.1. 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). This includes the submission of an Environmental Protection Plan prior to commencement, as detailed in section 01 57 20.00 10. 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 are available at the JBLM Design Standards website (http://www.lewis-mcchord.army.mil/designstandards/).

6.3.2. 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.

6.4. Sustainable Acquisition

6.4.1. 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.

6.4.2. 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).

6.4.3. 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 and exception requirements. 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.

6.5. Environmental Management System

6.5.1. PW is responsible for day to day management of the Joint Base Lewis-McChord (JBLM) environmental program. The JBLM Environmental Management System (EMS) outlines procedures and provides guidance that addresses the operation, maintenance, support, and repair of facilities and infrastructure at JBLM. The JBLM EMS conforms to the criteria defined in the international standard, ISO 14001:2004 Environmental management systems – Requirements with guidance for use.

6.5.2. 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 http://www.lewis-mcchord.army.mil/publicworks/sustainability/EMS/environ_policy.aspx (click on JBLM Policy).

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

6.5.3. An environmental awareness training resource is available to the Contractor at http://www.lewis-mcchord.army.mil/publicworks/sustainability/EMS/EnvTraining.aspx.

6.6. Hazardous Materials

6.6.1. For any hazardous materials, the Contractor shall submit an initial list of hazardous materials to be used (including unit of measure, product data sheets 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 if they are not already on the JBLM installation Authorized Use List. The Contractor shall not use any hazardous materials not authorized by Pollution Prevention.

6.6.2. 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.

6.7. Archaeological Requirements

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

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

6.7.2.1. Immediately cease activity in the vicinity of the discovery.

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

6.7.2.3. 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.

6.7.2.4. 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.

6.8. JBLM Log Decking Requirements

6.8.1. If timber is to be harvested, coordination with DPW Forestry is necessary in advance of cutting.

6.8.2. As per AR-200-1, 4-3, “Assure that agricultural and forest products are not given away, abandoned, carelessly destroyed, used to offset contract costs or traded for services, supplies, or products or otherwise improperly removed.”

6.8.3. Salable Timber Requirements

6.8.3.1. Merchantable trees shall be piled in a neat, limb-free deck for subsequent disposal by the Government.

6.8.3.2. A merchantable tree is defined as a tree with a small end diameter of at least 4 inches and 16 feet in length. Shorter lengths are still salable as firewood and shall be decked accordingly.

6.8.3.3. Log decks shall be located AS DIRECTED by the Joint Base Lewis-McChord Public Works Forestry Branch. DECKING MAY REQUIRE LOG TRANSPORT OFF-SITE TO AN

APPROPRIATE LOCATION ON THE INSTALLATION.

6.8.3.4. Trees shall be cut from the stump and limbed (flush to the trunk) out to a 4 inch stem diameter.

6.8.3.5. Trees shall be topped at 4 inches diameter and from this point to the top of the tree shall be considered un-merchantable (slash).

6.8.3.6. Trees shall not be cut into log lengths; if trees are too large to be handled tree length, cut 41- foot logs from the butt end until the top log is less than 16 feet with a small end diameter of 4 inches.

6.8.3.7. Tree length logs shall be piled separately from all shorter material (cut and broken logs).

6.8.3.8. Logs shall not be cut in lengths shorter than 41 feet simply to facilitate haul by dump truck or flatbed unless authorized by government.

6.8.3.9. Log decks shall be located so as not to interfere with construction work and so they will be easily accessible for disposal action by government.

6.8.3.10. Log decks shall be stable and should not exceed 8 feet in height

6.8.3.11. Log decks should be separated by species to the greatest extent possible.

6.8.3.12. Black cottonwood is considered un-merchantable and shall NOT be placed in log decks. Treat as slash.

6.8.3.13. Logs with rot showing in both ends are considered un-merchantable and shall be disposed of as slash.

6.8.3.14. Unauthorized removal of logs from JBLM is considered timber theft and subject to prosecution.

6.9. Construction and Demolition (C&D) Waste Planning and Reporting

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

6.9.2. 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.

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

mcchord.army.mil/designstandards/pdf/0229_Construction_And_Demolition_Disposal_Transacti on.pdf

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

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

6.10. Excess soils and clearing and grubbing debris

6.10.1. 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.

6.10.2. 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.

7. SPECIAL ACCESS REQUIREMENTS

7.1. Reserved.

8. OTHER CONDITIONS AFFECTING WORK

8.1. Work Coordination

8.1.1. Interfacing With Others

8.1.1.1. 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.

8.1.1.2. All work will be scheduled and coordinated with the Government Project Management Team or their designee at all times.

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

8.1.2. Pre-Construction Conference

8.1.2.1. 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 five (5) business days of issuance of the Contract NTP to establish a date and time for the preconstruction meeting. The Contractor shall submit a site-specific construction schedule and a site 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.

8.1.3. Pre-Construction CQC Coordination Meeting

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

8.2. Contractor Management Team Personnel and Subcontractor Qualifications

Contractor management team personnel performing work under this Contract shall meet the following minimum requirements:

8.2.1. The Contractor’s management team, i.e. Project Manager and Superintendent, shall have a minimum of five years related experience working on projects of similar nature, scope and dollar value.

8.2.2. Subcontractors tasked with repairing the cantonment fence, removing trees, and clearing/grubbing shall have satisfactorily completed a minimum of two projects of similar nature, scope, and dollar value.

8.3. Site Safety and Health Officer

8.3.1. The Contractor shall provide a Site Safety and Health Officer (SSHO) as required in the specification section titled GOVERNMENTAL SAFETY REQUIREMENTS. The Contractor SSHO may be assigned other duties in addition to the duties required as SSHO.

8.4. Construction Quality Control System Manager

8.4.1. The Contractor shall provide a Construction Quality Control (CQC) System Manager as required in the specification section titled QUALITY CONTROL. The CQC System Manager may be assigned other duties in addition to the duties required as CQC System Manager.

8.5. Compliance with Rules, Regulations, and Statutes

8.5.1. 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 Contract. All work shall meet or exceed all applicable industry standards.

8.6. Firearms

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

8.7. Work Hours

8.7.1. 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.

8.8. Site Utilities

8.8.1. Outages

8.8.1.1. 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.

8.8.2. Potable Water

8.8.2.1. 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.

8.8.3. Electricity

8.8.3.1. 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 install and maintain necessary temporary connections and distribution lines and shall remove the connections and lines prior to final acceptance of construction.

8.9. Permits

8.9.1. 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.

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

8.9.3. 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.

8.10. Safety

8.10.1. 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 Contract 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.

8.10.2. 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.

8.11. Operation and Maintenance Requirements

8.11.1. 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.

8.12. Construction Facilities And Temporary Controls

8.12.1. A staging area shall be provided for the contractor at JBLM Lewis-North.

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

8.12.3. 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.

9. RESERVED

10. ANTI-TERRORISM (AT) AND OPERATIONAL SECURITY (OPSEC)

10.1. 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

10.2. Access and General Protection/Security Policy and Procedures. All contractor and all associated subcontractor 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 in 1 Aug 2019) or the AIE Long Term Badge issued by JBLM. If the contractor does not have a 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, 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 and date of birth) 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 or one of the two visitor’s centers 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 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 with all personal identity verification requirements 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 individual facility or installation change, the Government may require changes in contractor security matters or processes.

10.3. iWATCH. All contractor employees and their subcontractors required to work on JBLM shall complete iWatch training prior to commencing work on JBLM. The contractor shall submit a signed company letter stating the one-time iWatch training has been or will be completed by all employees and subcontractors prior to commencing any work on JBLM. Compliance may be verified by government QA. iWatch training is available at the following website:

https://www.bliss.army.mil/iWATCH/. This training will be used to inform employees of the types of behavior to watch for and instruct employees to report suspicious activity. Report the suspicious activity to the JBLM Fusion Center (CRIMINT) 253-966-7303/7320, 911 or usarmy.jblm.imcom.list.des-fusion-cell@mail.mil. The “Report Suspicious Activity” flyer will be posted at the job site.

10.4. OPSEC

10.4.1. Operations security (OPSEC) denies adversaries sensitive information, critical information or essential elements of friendly information. This information requires special protection from disclosure that could cause compromise or threat to our National Security, an Army organization, activity, family member, DA civilian, or DOD contractor. OPSEC is everyone’s responsibility that comes in contact with the information. Information that is described below must be controlled, and if the information is in digital or hardcopy format, it needs to be destroyed at contract completion.

Control includes not disclosing the information to personnel who do not have the need to have this information; if digital do not post in a manner open to the public (on cloud storage or publicly available site) and if hard copy secure in a locked area (office, trailer, vehicle, etc…) Examples which may be deemed sensitive include but are not limited to information related to:

Unit structuring manning equipment

Training and readiness vulnerabilities administration and personnel

Military Operations Planning intelligence, counterintelligence security logistics deploying…