Part_4_of_4_Seed_Project_Specs.pdf

PROJECT TABLE OF CONTENTS Page 1

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 STATEMENT OF WORK (MATOC - edited) 01 30 00 ADMINISTRATIVE REQUIREMENTS (MATOC - unedited) 01 32 01.00 10 PROJECT SCHEDULE (MATOC - unedited) 01 33 00 SUBMITTAL PROCEDURES (MATOC - unedited) 01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS (MATOC - unedited)

01 35 29.13 HEALTH, SAFETY, AND EMERGENCY RESPONSE PROCEDURES FOR

CONTAMINATED SITES (MATOC - unedited) 01 45 00.00 10 QUALITY CONTROL (MATOC - unedited) 01 45 00.10 10 QUALITY CONTROL SYSTEM (QCS) (MATOC - unedited)

01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS (MATOC -

unedited) 01 57 20.00 10 ENVIRONMENTAL PROTECTION (MATOC - edited) 01 74 19 CONSTRUCTION & DEMO WASTE MANAGEMENT (MATOC - unedited) 01 78 00 CLOSEOUT SUBMITTALS (MATOC - unedited) 01 78 23 OPERATION AND MAINTENANCE DATA (MATOC - unedited)

DIVISION 02 – EXISTING CONDITIONS

02 41 00 DEMOLITION (MATOC - edited) 02 82 13.00 10 ASBESTOS ABATEMENT (MATOC - unedited)

DIVISION 03 - CONCRETE

03 30 53 MISCELLANEOUS CAST-IN-PLACE CONCRETE (MATOC - edited)

03 39 00.00 10 CONCRETE CURING(SUPPLEMENTAL)

03 40 00.00 10 PLANT PRECAST CONCRETE PRODUCTS FOR BELOW GRADE

CONSTRUCTION (MATOC - unedited)

DIVISION 31 - EARTHWORK

31 00 00 EARTHWORK (MATOC - edited) 31 23 00.00 20 EXCAVATION AND FILL (MATOC - edited)

DIVISION 32 – EXTERIOR IMPROVEMENTS

32 11 16.16 BASE COURSE FOR RIGID AND SUBBASE COURSE FOR FLEXIBLE

PAVING (SUPPLEMENTAL)

32 11 24 GRADED CRUSHED AGGREGATE BASE COURSE FOR FLEXIBLE PAVEMENT

(SUPPLEMENTAL)

32 12 16 HOT-MIX ASPHALT FOR ROADS (MATOC - edited)

32 16 13 CONCRETE SIDEWALKS AND CURBS AND GUTTERS (SUPPLEMENTAL)

32 92 19 SEEDING (MATOC - edited)

DIVISION 33 - UTILITIES

33 01 30.16 TV INSPECTION OF SEWER PIPELINES (SUPPLEMENTAL)

33 01 30.72 RELINING SEWERS (SUPPLEMENTAL)

33 30 00 SANITARY SEWERS (MATOC - edited) -- End of Project Table of Contents --file://IWRS007FS1/Projects/25581/200-25581-17001/Deliverables/Electronic%20Bid%20Set/Specifications/Word/33%2001%2030.16.doc

SECTION 01 11 00

STATEMENT OF WORK

Version 1.34

Issued December 29, 2017

CONSTRUCTION

RFP Final Date: May 16, 2018

1. GENERAL DISCUSSION

1.1. Project Identification

1.1.1. Project Title: Repair Sewer System Lewis Main At JBLM, WA

1.1.2. IJO Number(s): DER001283J

1.1.3. Project Package Number(s): TBD

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 umbrella contract specifications, this statement of work, and identified drawings to provide a JBLM gravity sanitary sewer collection system pipelines and manholes.

1.3. Area Description

1.3.1. Location

1.3.1.1. The work shall be performed at various locations on Joint Base Lewis- McChord in Washington, in the portion of the base north and east of Gray Army Airfield.

1.3.2. Known Existing Site Conditions

1.3.2.1. Work areas include streets and parking lots needing traffic control, landscaping areas that will need to be repaired after construction, etc.

1.4. Principal Items To Be Accomplished

1.4.1. Base Construction Deliverable: DER001283J

1.4.1.1. Base Item CLIN 0001. Repair Sewer System Lewis Main At JBLM, WA Repair.

a. Provide all plant, labor, tools, equipment and materials (except as indicated otherwise on the specifications) and perform all work in strict accordance with the plans and specifications. The Task Order will primarily include construction and/or repairs to the JBLM gravity sanitary sewer collection system pipelines and manholes, and may involve other related trades, including but not necessarily limited to: excavation, demolition, pavement repairs, environmental remediation considered incidental to the work as well as concrete & masonry work.

2. PERFORMANCE AND SCHEDULING

2.1. Performance Period Requirements

2.1.1. The Contractor is required to commence work under this Task Order 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 160 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. Reserved

2.3. Construction Phasing Requirements

2.3.1. Reserved

2.4. Liquidated Damages

2.4.1. Liquidated damages shall be in accordance with the base contract.

3. DRAWINGS

3.1. Reference drawings are available from DPW Geospatial Services Office for the development of As-built drawings. Level of detail on these drawings will vary.

3.2. Contract Drawings

3.2.1. The drawings outlined below are attached.

DRAWING INDEX

SHEET NUMBER SHEET TITLE

G-001 COVER

G-101 KEY MAP

G-102 ABBREVIATIONS AND NOTES

C-101 N 16TH STREET TO 41ST DIVISION DRIVE

C-102 41ST DIVISISON DRIVE TO PIERCE AVENUE

C-103 PIERCE AVENUE

C-104 PIERCE AVENUE

C-105 PIERCE AVENUE TO PENDLETON AVENUE

C-106 PENDLETON AVENUE TO 2ND DIVISION DRIVE

C-107 2ND DIVISION DRIVE

C-108 2ND DIVISION DRIVE

C-109 2ND DIVISION DRIVE

C-110 2ND DIVISION DRIVE

C-111 2ND DIVISION DRIVE AND MASTIN AVENUE

C-112 2ND DIVISION DRIVE

C-113 PENDLETON AVENUE TO 3RD DIVISION DRIVE

C-114 BENNETT AVENUE TO 3RD DIVISION DRIVE

C-115 FAITH AVENUE

C-116 HANDRICH AVENUE

C-117 KYLE AVENUE

C-118 LIBBY AVENUE

C-119 LIBBY AVENUE TO 3RD DIVISION DRIVE

C-120 2ND DIVISION DRIVE TO 3RD DIVISION DRIVE

C-501 CIVIL DETAILS

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

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

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

3.3.2. Each As-built drawing sheet shall be annotate with the following:

- Project Title

- Project IJO number(s)

- Project Package number(s)

- Contract number to include Task Order 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, 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 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

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/)

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

4.2.2. 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.

DIVISION 01 - GENERAL REQUIREMENTS

01 30 00 ADMINISTRATIVE REQUIREMENTS (MATOC - unedited) 01 32 01.00 10 PROJECT SCHEDULE (MATOC - unedited) 01 33 00 SUBMITTAL PROCEDURES (MATOC - unedited) 01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS (MATOC - unedited)

01 35 29.13 HEALTH, SAFETY, AND EMERGENCY RESPONSE PROCEDURES FOR

CONTAMINATED SITES (MATOC – unedited) 01 45 00.00 10 QUALITY CONTROL (MATOC - unedited)

01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS (MATOC -

unedited) 01 57 20.00 10 ENVIRONMENTAL PROTECTION (MATOC - edited) 01 74 19 CONSTRUCTION & DEMO WASTE MANAGEMENT (MATOC - unedited) 01 78 00 CLOSEOUT SUBMITTALS (MATOC - unedited) 01 78 23 OPERATION AND MAINTENANCE DATA (MATOC - unedited)

DIVISION 02 – EXISTING CONDITIONS

02 41 00 DEMOLITION (MATOC - edited) 02 82 13.00 10 ASBESTOS ABATEMENT (MATOC - unedited)

DIVISION 03 - CONCRETE

03 30 53 MISCELLANEOUS CAST-IN-PLACE CONCRETE (MATOC - edited)

03 39 00.00 10 CONCRETE CURING(SUPPLEMENTAL)

03 40 00.00 10 PLANT PRECAST CONCRETE PRODUCTS FOR BELOW GRADE

CONSTRUCTION (MATOC - unedited)

DIVISION 31 - EARTHWORK

31 00 00 EARTHWORK (MATOC - edited) 31 23 00.00 20 EXCAVATION AND FILL (MATOC - edited)

DIVISION 32 – EXTERIOR IMPROVEMENTS

32 11 16.16 BASE COURSE FOR RIGID AND SUBBASE COURSE FOR FLEXIBLE

PAVING (SUPPLEMENTAL)

32 11 24 GRADED CRUSHED AGGREGATE BASE COURSE FOR FLEXIBLE

PAVEMENT (SUPPLEMENTAL)

32 12 16 HOT-MIX ASPHALT FOR ROADS (MATOC - edited) http://www.wbdg.org/references/pa_dod_energy.php http://www.lewis-mcchord.army.mil/designstandards/

32 16 13 CONCRETE SIDEWALKS AND CURBS AND GUTTERS

(SUPPLEMENTAL)

32 92 19 SEEDING (MATOC - edited)

DIVISION 33 - UTILITIES

33 01 30.16 TV INSPECTION OF SEWER PIPELINES (SUPPLEMENTAL)

33 01 30.72 RELINING SEWERS (SUPPLEMENTAL)

33 30 00 SANITARY SEWERS (MATOC - edited)

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 CQC coordination meeting.

5.1.3. Contractor will employ RMS 3.0 in the execution of the task order.

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.

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=1

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’.

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 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 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/).

6.4. 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.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).

http://www.lewis-mcchord.army.mil/designstandards/ https://sftool.gov/ http://www.lewis-mcchord.army.mil/designstandards/index1.htm http://www.lewis-mcchord.army.mil/designstandards/index1.htm http://www.lewis-mcchord.army.mil/designstandards/pdf/HJB%20225.pdf http://www.lewis-mcchord.army.mil/designstandards/pdf/HJB%20225.pdf mailto:usarmy.jblm.imcom.list.dpw-green-procurement@mail.mil mailto:usarmy.jblm.imcom.list.dpw-green-procurement@mail.mil http://www.lewis-mcchord.army.mil/publicworks/sustainability/EMS/environ_policy.aspx http://www.lewis-mcchord.army.mil/publicworks/sustainability/EMS/environ_policy.aspx

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”.

http://www.lewis-mcchord.army.mil/publicworks/sustainability/EMS/EnvTraining.aspx http://www.lewis-mcchord.army.mil/publicworks/sustainability/EMS/EnvTraining.aspx mailto:usarmy.jblm.imcom.list.dpw-hm-inventory@mail.mil mailto:usarmy.jblm.imcom.list.dpw-hm-inventory@mail.mil

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 unmerchantable (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 unmerchantable and shall NOT be placed in log decks. Treat as slash.

6.8.3.13. Logs with rot showing in both ends are considered unmerchantable 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.

6.8.4. Oregon White Oak replacement

6.8.5. Development, construction or timber harvest operations on Joint Base Lewis-McChord that results in the loss of Oregon white oak trees will be subject to Fish and Wildlife Program mitigation measures.

6.8.6. Oregon white oak mitigation will require the project proponent to replant six Oregon white oak seedlings to every one tree (> 4” diameter at breast height (dbh)) that is removed through the direction and coordination with Fish & Wildlife Program staff.

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.

6.11. Reserved

7. SPECIAL ACCESS REQUIREMENTS

7.1. Reserved.

8. OTHER CONDITIONS AFFECTING WORK

8.1. Work Coordination

8.1.1. Interfacing With Others

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 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 mailto:usarmy.jblm.imcom.list.dpw-jblm-recycles@mail.mil

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. Reserved

8.1.3. Pre-Construction Conference

8.1.3.1. 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 ten

(10) business days of issuance of the Task Order 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.

8.1.4. Pre-Construction CQC Coordination Meeting

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

8.2. Reserved

8.3. Contractor Personnel and Sub-Contractor Qualifications

8.3.1. Contractor personnel shall meet the qualification requirements as outlined in the Base Contract.

8.4. Site Safety and Health Officer

8.4.1. The Contractor shall provide a Site Safety and Health Officer (SSHO) as required in the specification section titled GOVERNMENTAL SAFETY REQUIREMENTS.

8.5. Construction Quality Control System Manager

8.5.1. The Contractor shall provide a Construction Quality Control (CQC) System Manager as required in the specification section titled QUALITY CONTROL.

8.6. Compliance with Rules, Regulations, and Statutes

8.6.1. 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.

8.7. Firearms

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

8.8. Work Hours

8.8.1. 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.

8.9. Site Utilities

8.9.1. Outages

8.9.1.1. Any utility outages, including but not limited to, electrical, mechanical, fire protection and plumbing systems, shall be coordinated at least fifteen (15) 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.

8.9.2. Potable Water

8.9.2.1. 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.

8.9.3. Electricity

8.9.3.1. 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.

8.9.4. Reserved

8.10. Permits

8.10.1. 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.

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

8.10.3. 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.

8.11. Safety

8.11.1. 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.

8.11.2. 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.

8.12. Operation and Maintenance Requirements

8.12.1. 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.

8.13. Construction Facilities And Temporary Controls

8.13.1. A staging area shall be provided for the contractor at the direction of the Contracting Officer Representative.

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

8.13.3. 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. Government Furnished Material/Equipment

9.1. 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 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, Fort Lewis Post Regulations, Chapter 7, section XVII; JBLM Regulation 190-16, Access to and Conduct While upon the Fort Lewis Military Reservation; and JBLM Regulation 190-5, Installation Traffic Code. Contractor employees shall display either contractor provided identification badges or the identification badges issued under the RAPIDGate Program. If the contractor does not participate in the RAPIDGate program, they shall develop a contractor-provided identification badge made of nonmetallic material, easily readable and include the http://www.publications.usace.army.mil/USACEPublications/EngineerManuals.aspx https://jkodirect.jten.mil/ employee's name, the contractor's name, and a recent color photograph of the employee. Specific requirements for identification badges issued under the RAPIDGate Program are Appendix B, Local Instructions, paragraph 4.13, Identification of Contractor's Employees RAPIDGate Program.

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 • financial data and funding https://www.bliss.army.mil/iWATCH/ mailto:usarmy.jblm.imcom.list.des-fusion-cell@mail.mil

• acquisition plans

• capabilities

• morale

• Drawings, blue prints, as-builts and designs

• utility systems information (electrical, water, waste water, storm water, gas, communications)

10.4.2. Handle any attempt by unauthorized personnel to solicit sensitive information (for example computer breach or questioning employees on or off JBLM) as a Threat Awareness and Reporting.

Program (TARP) incident. Report all facts immediately to the JBLM Fusion center (see iWatch paragraph above) and inform the COR.

10.4.3. OPSEC Level I Training. All contractor employees and their subcontractors required to work on JBLM or have access to contract documents shall complete Level I OPSEC training prior to commencing work on JBLM. The contractor shall submit a signed company letter stating the annual Level I OPSEC training has been or will be completed by all employees prior to commencing any work on JBLM. Training certificates shall be maintained and be available for inspection. Compliance may be verified by government QA. Level I OPSEC training is available at the following website: http:/www.cdse.edu/catalog/operations-security.html.

10.5. The Contractor and subcontractors shall pre-screen all employees required to work on JBLM using the E-Verify website (https://www.uscis.gov/e-verify) to meet the established employment eligibility requirements. The Contractor shall ensure that the employee has two valid forms of Government issued identification to ensure the correct information is entered into the E-verify system. The contractor shall submit a signed company letter stating all employees have or will be screened in E- Verify prior to commencing any work on JBLM.

http://www.cdse.edu/catalog/operations-security.html https://www.uscis.gov/e-verify

SECTION 01 30 00 Page 1

SECTION 01 30 00

ADMINISTRATIVE REQUIREMENTS

PART 1 GENERAL

1.1 SUBMITTALS

Government approval is required for submittals with a "G" designation; submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. The following shall be submitted in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

List of contact personnel; G

SD-02 Shop Drawings

Layout Drawings; G

1.2 ADVANCED NOTICE OF CONTRACTOR PERFORMED ACCEPTANCE TESTING

The Contractor shall notify the Contracting Officer a minimum of 20 days prior to performing any acceptance testing of the following systems, (1) EMCS, (2) Fire Detection/Protection, (3) Intrusion Detection System, (4) Uninterruptible Power Supply, (5) HVAC, (6) AFFF, (7) Hydrant Refuel and (8) Medical and Food Service Systems. In this notification, the Contractor shall certify that all equipment, materials, and personnel necessary to conduct such testing will be available on the scheduled date and that the systems have been pre-checked by the Contractor and are ready for performance and/or acceptance testing. Contractor shall also confirm that all operations and maintenance manuals and as-builts have been submitted and approved. No performance and/or acceptance testing will be permitted until the operations and maintenance manuals and as-builts have been approved. Advance notification is not required for testing performed as part of fabrication or installation.

Government personnel, at the option of the Government, will travel to the site to witness testing. If the testing must be postponed or canceled for whatever reason not the fault of the government, the Contractor shall provide the Government not less than 3 working days advance notice (notice may be faxed) of this postponement or cancellation. Should this 3 working day notice not be given the Contractor shall reimburse the Government for any and all out of pocket expenses incurred for making arrangements to witness such testing including, but not limited to airline, rental car, meal, and lodging expenses. Should testing be conducted, but fail and have to be rescheduled for any reason not the fault of the Government, the Contractor shall similarly reimburse the Government for all expenses incurred.

1.3 MECHANICAL AND ELECTRICAL LAYOUT DRAWINGS

The Contractor shall submit, for Contracting Officer's approval, scaled layout drawings, including appropriate elevations and sections, as required, showing the room arrangement the Contractor proposes for all pieces of mechanical and electrical equipment and appurtenances thereto, including, but not limited to air conditioning equipment, boilers, compressors, hot water tanks, pumps, electrical control panels, ducts and piping, communications equipment, and fire alarm/mass notification and fire suppression equipment that are to be located in the room. Mechanical and electrical layouts shall be coordinated to eliminate any conflicts of installed equipment. No payments will be made to the Contractor for furnishing or installing equipment until the layout drawings have been approved by the

SECTION 01 30 00 Page 2

Contracting Officer. Mechanical and electrical equipment layout drawings shall be identified and submitted as specified herein. Equipment rooms shown on the drawings are of adequate size to accommodate equipment of required capacities as available from several manufacturers with sufficient space left for access, servicing, and removal. The use of equipment items with dimensions such as "to crowd the space" will not be permitted.

1.4 QUALIFICATIONS OF PERSONNEL ENGAGED IN CONTRACT WORK INVOLVING LIFE

SAFETY SYSTEMS

Any individual, business, or firm engaged in the inspecting, testing, maintaining or servicing of fire and life safety systems and equipment shall be certified to perform these activities in accordance with Appendix G of FL REG 420-30. A certificate of fitness can be obtained by completing the Employee Application for Certification of Fitness with supporting credentials to the JBLM Fire Prevention branch. Allow five working days for processing of application for Certificate of Fitness. Contact the JBLM Fire Prevention Branch at 253-966-7155 or 253-966-1764 for additional information. Submit a copy of certificate of fitness to the Contracting Officer or the Contracting Officer's Representative prior to starting work on life safety system and equipment.

1.5 CONTRACTOR PERSONNEL REQUIREMENTS

1.5.1 Subcontractors and Personnel

Furnish a list of contact personnel of the Contractor and subcontractors including addresses and telephone numbers for use in the event of an emergency. As changes occur and additional information becomes available, correct and change the information contained in previous lists.

1.5.2 Identification Badges

Identification badges, if required, will be furnished without charge. Application for and use of badges will be as directed. Immediately report instances of lost or stolen badges to the Contracting Officer.

1.5.3 Subcontractor Special Requirements

1.5.3.1 Asbestos Containing Material

All contract requirements of Section 02 82 13.00 10, "ASBESTOS HAZARD CONTROL ACTIVITIES" shall be accomplished directly by a first tier subcontractor.

1.5.3.2 Space Temperature Control, HVAC TAB, and Apparatus Inspection

All contract requirements of Section 23 09 23 DIRECT DIGITAL CONTROL FOR HVAC AND OTHER LOCAL BUILDING SYSTEMS or Section 23 05 93 TESTING, ADJUSTING AND BALANCING shall be accomplished directly by a first tier subcontractor, including the Commissioning Agent. No work required by Section 23 09 23 or Section 23 05 93 shall be accomplished by a second tier subcontractor.

1.5.4 Contractor Personnel Requirements

Failure to obtain entry approval will not affect the contract price or time of completion.

1.6 SUPERVISION

SECTION 01 30 00 Page 3

Have at least one qualified supervisor capable of reading, writing, and conversing fluently in the English language on the job site during working hours. In addition, if a Quality Control (QC) representative is required on the contract, then that individual shall also have fluent English communication skills.

1.7 PRECONSTRUCTION CONFERENCE

After award of the contract but prior to commencement of any work at the site, meet with the Contracting Officer to discuss and develop a mutual understanding relative to the administration of the value engineering and safety program, preparation of the schedule prices, shop drawings, and other submittals, scheduling programming, and prosecution of the work. Major subcontractors who will engage in the work shall also attend.

1.8 PARTNERING

LEVEL C PARTNERING: To most effectively accomplish this contract, the Government requires the formation of a cohesive partnership with the Contractor and its subcontractors. The partnership will draw on the strength of each organization in an effort to achieve a quality project done right the first time, within budget, on schedule, and without any safety mishaps. This level of partnering discusses partnering concepts and benefits and should become a part of the preconstruction conference. The senior Government representative and senior Contractor representative present will jointly host the partnering sessions. The partners will determine the frequency of the follow-on sessions. Partnering sessions should be held at or near the location of the activity contracting office. The participants shall bear their own costs for meals, lodging, and transportation associated with partnering.

1.9 AVAILABILITY OF CADD DRAWING FILES

After award and upon request, the electronic "Computer-Aided Drafting and Design (CADD)" drawing files will only be made available to the Contractor for use in preparation of construction drawings and data related to the referenced contract subject to the following terms and conditions.

Data contained on these electronic files shall not be used for any purpose other than as a convenience in the preparation of construction drawings and…