SOW Construct ASOG Complex.pdf

WASHINGTON AIR NATIONAL GUARD

106 41st Division Way

194th Wing, Civil Engineer Flight Camp Murray, WA 98430-5022

STATEMENT OF WORK

Construct ASOG Complex

CAMP MURRAY, WA 98430

Contracting Officer (KO)

KIRK M. SWIANTEK

Contracting Officer, NGB-AQ-R Construction & A-E Division

National Guard Bureau 43200 Maple Street, Bldg. 105

Selfridge ANGB, MI 48045

DATE

14 June 2023

GENERAL INDEX

Contents

A. WORK TO BE DONE:

B. SCOPE OF WORK:

C. SPECIAL CONSIDERATIONS:

D. LIST OF ATTACHMENTS:

E. SUMMARY OF WORK

F. SUMMARY OF PROJECT

A. WORK TO BE DONE:

1. The work to be performed under this project consists in furnishing all labor, associated permits, documentation, equipment, appliances, materials and performing all operations in strict accordance with ethical accepted practices of engineering.

2. The following is a list of the principal features of the project as described in the specifications, shown, noted or implied upon in the accompanying drawings, showing the general characteristics and extent of the work. Parts not specifically detailed shall be constructed in a manner and spirit conforming to the class of work required for the whole project.

3. The Contractor must perform a site visit in coordination with the Contracting Officer to verify the existing site and facility conditions. Any differing conditions shall be notified in writing to request clarification.

B. SCOPE OF WORK:

1. The project is to provide the government with complete and usable facilities. The project consists of the following base bids and options:

BASE BID:

CLIN

0001 A new Military Construction of a 56,000 Square Feet (SF), ASOG Complex.

OPTIONS

CLIN DRAWING DESCRIPTION

0002. 1A. Clear, Grub, Construct Retaining Wall.

0003. 1B. Pave GOV Parking Lot, Install Parking Shelter Foundations and Electric 0004. 1C. Install Site Perimeter Fence 0005. 2. Pave POV Parking with Street Lighting and Landscaping 0006. 3. Pave Infantry Dr. South of Building with Street Lighting and Landscaping 0007. 4. Full Landscaping Around the Building and Site 0008. 5. Pave Infantry Dr. West of Building with Street Lighting 0009. 6. Pave Armor Drive with Street Lighting 0010. 7. Fixed Constructed Building Walls 0011. 8. Construct Parking Shelters

1 Details of the base bids and options:

1.1 Base Bid:

1.1.1 A new Military Construction of a 56,000 Square Feet (SF), ASOG Complex. This is a one-story facility consisting of shared administrative space, communications training, maintenance shops, maintenance bays, and organization vehicle and equipment parking. Additionally, the facility will include an emergency shutdown switch provided for the HVAC systems, building mass notification, and exterior stairs to second level mechanical platform. All utilities will need to be provided to this facility. Minimal landscaping, provide trees for replacement of White Oaks. See design drawings for further details.

1.2 Option Bids: See design drawings for further details.

1.2.1 Clear, Grub, Construct Retaining Wall

This includes the area behind the building in preparation for GOV parking area. The area will be cleared, graded, and a retaining wall will be installed.

1.2.2 Pave GOV Parking Lot, Install Parking Shelter Foundations and Electric This includes paving the area the has been previous cleared and grubbed. This also includes the install of the parking shelter foundations and electrical requirements; so as not to recreate additional paving requirements later. This paving bid would include base course, asphalt, signage, striping, lighting, and drainage.

1.2.3 Install Site Perimeter Fence

This includes the fence to secure the GOV parking area.

1.2.4 Pave POV Parking with Street Lighting and Landscaping

This includes preparing and paving a Private Owned Vehicle (POV) Parking Lot. This includes base course, asphalt, curbs, sidewalks, signage, striping, lighting, and drainage. This paving bid would include base course, asphalt, signage, striping, lighting, and drainage.

1.2.5 Pave Infantry Dr. South of Building with Street Lighting and Landscaping This is the extension of Infantry Drive, paving of Infantry Drive from west of new building to ANG main campus, south and southwest of building construction. The paving would include base course, asphalt, signage, striping, lighting, and drainage.

1.2.6 Full Landscaping Around the Building and Site

This includes full landscaping around ASOG construction area to include fence, road, and POV parking. Base bid includes only a limited quantity of trees to replace white oak displacement and minimal erosion control. This is dependent on the Pave GOV Parking and Pave POV Parking Lot options to be awarded.

1.2.7 Pave Infantry Dr. West of Building with Street Lighting This is the extension of Infantry Drive, paving on Infantry Drive from near building 116 to the new building construction area. This paving bid would include base course, asphalt, signage, striping, lighting, and drainage.

1.2.8 Pave Armor Drive with Street Lighting

This is a complete paving of Armor Drive between Infantry Drive and Quartermaster Road (by Campground gates). This paving bid would include base course, asphalt, signage, striping, lighting, and drainage.

1.2.9 Fixed Constructed Building Walls

This is the installation of permanent interior walls where demountable wall is depicted in the design.

In base bid, contractor will leave space to allow for the installation of demountable wall furniture.

Demountable wall and all other furniture items will be considered government furnished; the purchase and installation are not a part of the scope of this project

1.2.10 Construct Parking Shelters

This includes the construction of 15,000 SF of overhead parking shelters to support the tactical vehicle fleet and associated equipment. This is dependent on the Pave GOV Parking option being awarded.

C. SPECIAL CONSIDERATIONS:

1. Environmental:

1.1 All solid waste materials and debris generated by work under this contract shall be processed, handled, transported, stored, and disposed of by the contractor in accordance with all federal, state, local, regulations, and laws.

1.2 All solid waste streams will be quantified and reported to the Base Environmental Manager monthly.

1.3 Every day all garbage and remaining materials related to the work will be taken to a garbage container provided by contractor.

1.4 Waste determined to be Hazardous Waste shall be stored and disposed of in accordance with all federal, state, local, regulations, and laws. The installation Environmental Engineer has the responsibility to sign all Hazardous Waste Manifests.

1.5 Based on the migratory bird survey data collected at Camp Murray, breeding season for the diverse assemblage of birds identified may extend from February to August timeframe. Environmental guidance states that vegetation clearing should not take place within this time period. If vegetation clearing during the breeding season is unavoidable, a pre-construction surveys and nest sweeps service outside of this contract will be accomplished. If the survey results in a negative finding, the project will be allowed to move forward as scheduled. If there is a positive finding, the project will be delayed until window.

1.6 Fill materials brought on base from an outside source shall be tested for lead and arsenic. Levels over 20 ppm for arsenic and 250ppm for lead will be rejected.

1.7 The contractor will perform stormwater BMP inspections weekly as will be described in the NPEDS Permit and Environmental Protection Plan. These reports will be kept on file for the life of the contract.

2. Safety:

2.1 Contractor shall comply with all local and base safety standards and requirements.

2.2 Contractor shall ensure adequate signage is provided while the work is being performed.

2.3 Contractor shall ensure electricity is disconnected before commencing any demo work to include removing all electrical wiring and conducts.

2.4 Contractor shall coordinate with base personnel for location temporary area to place demolition debris prior to hauling off site.

2.5 A safety plan for execution of the work shall be submitted to the US Government representative a minimum 14 calendar days prior to commencement of work for approval. The plan shall be detailed enough as to understand how the Contractor will comply with local regulations and to minimize risk to workers on an elevated roof system.

3 General

3.1 Progress Meetings

3.1.1 The Contracting Officer will host a bi weekly progress meeting that includes the Contractor and the Contracting Officer’s Representative. The meeting will normally be held in the COR’s conference room, Building 106, Camp Murray. More or less frequent meetings will be at the discretion of the KO.

3.1.2 The agenda will cover work accomplished during the previous two weeks, work expected to be accomplished during the next two weeks, submittals, Requests for Information (RFIs), utility coordination, safety, and other issues.

3.1.3 The contractor shall prepare and provide meeting agenda to the COR and KO prior to progress meeting. The contractor shall prepare and provide draft meeting minutes within one week of the progress meeting to all parties allowing for review and comments. The contractor shall revise the minutes based on comments and provide the final version by the next progress meeting.

3.1.4 AF Form 66, Schedule of Material Submittals has been provided for contractor use.

3.2 Requests For Information (RFI)

3.2.1 Should a question arise requiring a response from the Government, the Contractor shall initiate a Request for Information using the form provided at the Pre Construction Conference.

The Contractor will state the problem and list a recommended solution (for example, “The plans specify 10 feet between fence posts, but on this leg of the fence there is a span of 21 feet. I recommend extending the distance between posts to 10.5 feet, eliminating the 1 foot fence section. How should I proceed?”).

3.2.2 The Contractor will email the form to the Contracting Officer who will then email it to the Contracting Officer’s Representative (COR). The COR will make a recommendation, and also indicate if this should be a cost or no cost change, and if a time extension is required. If there is a time extension or cost change required, the COR will attach a Statement of Work and request that the Contracting Officer request a proposal from the contractor. The COR will fax it back to the Contracting Officer, who will fax it back to the Contractor with an RFP if applicable.

3.2.3 The Contractor will then act on the response. Should the Contractor disagree with the COR’s response, the Contractor will bring this to the attention of the Contracting Officer.

4 Foliage clearing

4.1 Must follow environmental requirements listed within this SOW.

4.2 All timber removed from the project site shall become the property of the Contractor. The value of the timber harvest and the cost of removing and processing the timber shall be documented. The cost for removal shall include cutting, transportation and grubbing associated with the harvesting.

4.3 If there is a positive net gain between the value of the timber harvest and costs for removal, the Contractor shall provide the net gain to the Washington Military Department State Finance. Submit payment to:

Washington Military Dept State Finance 1 Militia Dr.

Camp Murray, WA 98430

4.4 Proof of submission of Saleable Timber net gain shall be provided to the Contracting Officer within 14 days of submission.

5 Sole Source Equipment

5.1 Monaco Enterprises, Inc., Spokane Washington shall be the sole source for the Fire Alarm and Mass Notification System (FA/MNS) per the direction of Camp Murray ANG.

5.2 American Signal Corporation is the manufacturer of the existing Wide Area Mass Notification System (WAMNS). This project will require the installation of a new remote terminal unit interfacing with the existing WAMNS and to the new building FA/MNS.

4.3 ConTech infiltration systems, is the base standard infiltration system used on Camp Murray. This system is integral to ensuring stormwater pollutants do not infiltrate American Lake.

6 References

6.1 Design Criteria in the preparation of this design:

• ANG ETL 15-01 Air National Guard Design Policy, May 2015 (Tab D)

• ANG ETL 98-2 Compliance with Handicapped Accessibility Standards

• MUTCD, Manual of Uniform Traffic Control Devices

• UFC 3-201-01 Civil Engineering

• UFC 3-201-02 Landscape Architecture

• UFC 3-210-10 Low Impact Development

• UFC 3-230-01 Water Storage, Distribution and Transmission

• UFC 3-240-01 Wastewater Collection

• UFC 3-250-01 Pavement Design for Roads and Parking Areas

• UFC-4-010-01 DoD Minimum Antiterrorism Standards for Buildings, 12 December

• United States Access Board, ABA Accessibility Standard for Department of Defense Facilities

• United States Environmental Protection Agency, Technical Guidance on Implementing

• Stormwater Runoff Requirements for Federal Projects under Section 438 of the Energy

• Independence and Security Act (EISA)

6.2 Structural Code and Standards:

• ANG ETL 15-01, Air National Guard Design Policy

• UFC 1-200-01, Jun 2016, DoD Building Code (General Building Requirements)

• UFC 3-301-01, Sept 2016, Structural Engineering, with Change 3

• UFC 3-310-04, Jun 2016, Seismic Design for Buildings, with Change 1

• UFC 3-320-06A, March 2005, Concrete Floor Slabs on Grade Subjected to Heavy Loads

• UFC 4-010-01, Dec 2018, DoD Minimum Antiterrorism Standards for Buildings

• PDC-TR 06-08 Single Degree of Freedom Structural Response Limits for Antiterrorism Design

• 2015 International Building Code (IBC)

• 2012 Architectural Barriers Act (ABA) Standards for DOD

• ACI 318-14, Building Code Requirements for Structural Concrete

• ACI 530-13, Building Code Requirements for Masonry Structures

• ASCE 7-10 Minimum Design Loads for Buildings and Other Structures

• AISC 341-10 Seismic Provisions for Structural Steel Buildings

• AISC 360-10 Specification for Structural Steel Buildings

• ICD/ICS 705-September 28, 2017 Version 1.4

• SJI JG-10 Standard Specification for Joist Girders

• SJI K-10 Standard Specification for Open Web Steel Joists

• SJI LH/DLH-10 Standard Specification for Longspan Steel Joists

• SDI ANSI/RD 1.0-10 Standard for Steel Roof Deck

• SDI-C 2011 Standard for Composite Steel Floor Slab Decks

6.3 Codes and Criteria

• National Fire Protection Association (NFPA) 1, Fire Code, 2018 Edition

• NFPA 70, National Electrical Code, 2017 Edition

• NFPA 72, National Fire Alarm and Signaling Code, 2019 Edition

• NFPA 90A, Standard for the Installation of Air Conditioning and Ventilating Systems, 2018 Edition

• NFPA 101, Life Safety Code (LSC), 2018 Edition NFPA 291, Recommended Practice for Fire Flow Testing and Marking of Hydrants, 2019 Edition

• International Building Code (IBC) 2018

• Telecommunications Industry Association TIA-607-C Generic Telecommunications Bonding and

• Grounding (Earthing) for Customer Premises

• UFC 1-200-01, General Building Requirements Criteria, 8 October 2019

• UFC 3-600-01, Fire Protection Engineering for Facilities, Change 3, 10 May 2019

• UFC 4-010-01, DoD Minimum Antiterrorism Standards for Buildings, 12 December 2018

• UFC 4-010-05, Sensitive Compartmented Information Facilities Planning, Design, and Construction, Change 1, 1 October 2013

• UFC 4-021-01, Design and O&M: Mass Notification Systems, Change 1, January 2010

6.4 HVAC and Plumbing References, Codes and Standards:

• Air-Conditioning and Refrigeration Institute (ARI)

• Air Moving and Conditioning Association (AMCA)

• All base materials shall comply with standards of ASTM and ANSI.

• American Air Balance Council (AABC)

• American Society of Mechanical Engineers (ASME)

• ANG ETL 10-03, Air National Guard Design Objectives and Procedures, 2010

• ANG ETL 15-01-00, Air National Guard Design Policy, 2015

• ANG ETL 15-01-01, Sustainable Design, Development, and Resource Conservation, 2015

• ANG ETL 15-01-02, SCIF & AT/FP Guidance, 2015

• ANG ETL 15-01-04, Mechanical Engineering, 2015

• ANGH 32-1084, Air National Guard Handbook 32-1084 Facility Space Standards

• ASHRAE 62.1-2010, Ventilation for Acceptable Indoor Air Quality

• ASHRAE 90.1-2010, Energy Standard for Buildings Except Low-Rise Residential Buildings,

• ASHRAE Handbooks, Latest Editions

• Energy Policy Act of 2005 (Public Law 109-58)

• Environmental Protection Agency (EPA)

• Energy Independence and Security Act (EISA)

• International Building Code, 2015

• International Mechanical Code, 2015

• International Plumbing Code, 2015

• LEED Green Building Rating System for New Construction and Major Renovation, version 3.0

• NFPA 54, National Fuel Gas Code, 2015

• NFPA 55, Compressed Gases and Cryogenic Fluids Code, 2016

• NFPA 90A, Installation of Air Conditioning and Ventilating Systems, 2015

• NFPA 96, Standard for Ventilation Control and Fire Protection of Commercial Cooking Operations, 2011

• Occupational Safety and Health Administration (OSHA)

• Sheet Metal and Air Conditioning Contractors' National Association (SMACNA)

• UFC 1-200-02, High Performance and Sustainable Building Requirements, with Change 3

• UFC 3-310-04, Seismic Design of Buildings

• UFC 3-400-02, Design: Engineering Weather Data

• UFC 3-401-01, Mechanical Engineering, with Change 1

• UFC 3-410-01, Heating, Ventilating, and Air Conditioning Systems, with Change 2

• UFC 3-420-01, Plumbing Systems, with Change 10

• UFC 3-450-01, Noise and Vibration Control

• UFC 4-010-01, DoD Minimum Anti-terrorism Standards for Buildings, with Change 1

• Underwriters' Laboratories, Inc. (UL): All equipment shall bear the UL label or equivalent from a nationally recognized testing agency acceptable to the authority having jurisdiction.

• Uniform Federal Accessibility Standards (UFAS) 2004

END OF SECTION

D. LIST OF ATTACHMENTS:

1. Base Map

2. Drawings

3. Specifications (Division 1-7, 8-13, 21-23, and 26-33)

4. Geotechnical Report

5. Submittals (AF Form 66)

E. SUMMARY OF WORK

PART 1: GENERAL

1.01 SECTION INCLUDES

A. Contractor Use of Site and Premises B. Permits, Fees, and Notices C. Utility Locates D. Indemnification of Government E. Number of Items F. Subcontractors G. Discrepancies in Documents H. Abbreviations/Definitions

1.02 CONTRACTOR USE OF SITE AND PREMISES

A. The Contractor will have access to the work area during normal WA ANG work hours but may have access to the following work hours with prior coordination. All Western WA ANG facilities will not be accessible during Federal holidays plus one additional day. (e.g. holiday is on a Monday, the Friday prior will be observed as a Federal holiday or holiday is on a Friday, the Monday after will be observed as a Federal holiday).

WA ANG Facilities: Monday - Friday 0700 – 1600

B. Normal working hours will be reviewed at the Pre-construction Conference. The Washington Air National Guard is on a 4-day, 10-hour schedule, Tuesday thru Friday; however, contractors may be able to work with a five-day presence after prior coordination. The Contractor shall not work outside the normal working hours without prior written approval by the Contracting Officer. Requests to work outside the normal work schedule shall be provided not later than three workdays prior to the date requested. The contractor shall not proceed with any work outside the normal schedule unless approved by the Contracting Officer. Work outside the normal work schedule approved by the Contracting Officer shall be at no additional expense to Government.

C. Utility Outages and Shutdown: The Contractor shall provide written notice to the Contracting Officer at least 7 calendar days prior to any proposed utility interruption. The Contractor shall not proceed with the interruption until authorized by the Contracting Officer.

D. Fire Prevention: The Contractor will assure that fire prevention actions are observed by all employees, including sub-contractors.

E. Full Time Tenants. The Contractor shall work so as not to disrupt the full time tenant operations of the base. This includes items such as utility outages, traffic routing, material storage locations, etc.

F. Unit Training Assemblies (UTA). One weekend per month is a military Unit Training Assembly for the Air National Guard. On these weekends, there is a surge of off base personnel that come to work and train on the base. The Contractor shall ensure that prior to these weekends the project sites are cleaned, unused materials consolidated, open trenches filled or covered, maximum parking places are available, traffic routes open, etc. The dates for the UTAs will be discussed at the Pre Construction Conference.

G. Installation Access.

1. Camp Murray is in compliance with the REAL ID Act of 2005. This means visitors presenting drivers licenses and identification cards stating “Not Valid for Federal Purposes" or "Federal Limits May Apply” will need to provide supplemental documentation to prove identity in order to be issued a temporary installation pass.

a. The Department of Homeland Security (https://www.dhs.gov/real-id) offers a list of acceptable identification options by state and territory.

b. If you do not have an ID card listed on the Department of Defense issued ID cards website (https://www.cac.mil/), you must stop by the Visitor Control Center on Camp Murray to receive a temporary visitor pass.

b. All persons requesting unescorted access will be vetted through the National Crime Information Center, prior to being issued a visitor pass.

2. If a visitor requesting access does not have REAL ID Act compliant form of identification and cannot provide supplemental identity proofing documents, they must be escorted at all times while on the installation.

3. To expedite the screening process, visitors may complete a secure DBIDS pre-enrollment web submission using the following link:

https://dbids-global-enroll.dmdc.mil/preenrollui/#!/

4. Prior to entering the installation for the first time, individuals need to pick up their pass documentation from the Visitor Control Center, located at the Main Gate. Allow sufficient time for pass issuance prior to reporting to the job site or duty location. Any questions can be directed to the Camp Murray Visitor Control Center at 253-512-2045 or 194WG.SFS.CampMurrayVCC@us.af.mil.

5. Temporary (long-term) passes must be returned at the end of the contract.

1.03 PERMITS, FEES AND NOTICES

A. The contractor shall secure and pay for all temporary or permanent permits, certificates, tests, inspection and "hookup" charges, and other legal fees required by government agencies and private utility-furnishing organizations having jurisdiction over the work under the contracts.

1.04 UTILITY LOCATES

A. PUBLIC UTILITIES. Dig permit is required. At least 48 hours before any excavation, the contractor shall arrange for a utility locate (Call Before You Dig, 1-800-424-5555). Most of the utilities on Air National Guard facilities are owned by the utility companies up to the meters on the buildings.

B. PRIVATE (MILITARY) UTILITIES. The Contractor shall also contact the Base Civil Engineer seven calendar days prior to the excavation to arrange for a military utility locate. Some utilities such as fiber optics and water lines are installed by military units and require separate locates from the public utilities.

C. An AF Form 103 is to be completed.

1. The form is a Base Civil Engineer work clearance request and is used for any work (contract or in-house) that may disrupt aircraft or vehicular traffic flow, base utility services, protection provided by fire and intrusion alarm system, or routine activities of the installation. This is form is used to coordinate the required work with key base activities and keep customer inconvenience to a minimum. It is also used to identify potentially hazardous work conditions in an attempt to prevent accidents. The work clearance request is process just prior to the start of work. If delays are encountered and the conditions at the job site change (or may have changed) this work clearance request must be processed.

2. Coordination will be conducted with the Base Civil Engineer and may require other coordination to include but not limited to the following: Security Forces, Safety, Communications, Base Operations, and Commercial Utility Company.

1.05 INDEMNIFICATION OF GOVERNMENT

https://dbids-global-enroll.dmdc.mil/preenrollui/#!/

A. The Contractor shall indemnify and save the Government harmless from any loss to any other Contractor caused by any time extension.

1.06 NUMBER OF ITEMS

A. When an item is referred to in a singular number or where the number of items required is listed, the Contractor shall supply all of the items necessary to make the installation complete. The number of items, when given, is for assistance only.

1.07 SUBCONTRACTING

A. A listing of all subcontractors to be used on the project must be submitted to and approved by the Contracting Officer prior to commencement of their work. A Standard Form 1413 must be submitted in accordance with the instruction given at the Pre-Construction Conference. The Subcontractor will not be allowed on site until the SF 1413 is approved by the Contracting Officer.

1.08 DISCREPANCIES IN DOCUMENTS

A. Some of these specifications may include incomplete sentences. Omissions of words or phrases such as "the Contractor shall", "shall be", "as noted on the drawings", "a", "an", "the", and "all" shall be inferred if omitted from sentences in the specifications or on notes in the drawings.

B. The Contractor shall not be relieved of performing such omissions from drawings, specifications or details of work which are manifestly necessary to carry out the intent of the work.

C. The Contractor shall check all drawings furnished immediately upon their receipt and shall promptly notify the Contracting Officer of any discrepancies. Written dimensions marked on drawings shall, in general, be followed in preference to scaling dimensions from drawings. The Contractor shall compare all drawings and verify the figures before laying out the work and will be responsible for any errors which might have been avoided thereby. This means the Contractor is responsible for finding all discrepancies between drawings for different disciplines such as electrical and mechanical. These differences must be submitted to the Contracting Officer during the bid process. The Government will not relieve any discipline of work found on another discipline’s drawings but not on their own

1.09 ABBREVIATIONS/DEFINITIONS

A. The Drawings and Specifications use accepted standard abbreviations. The Contractor shall accept the Contracting Officer's interpretations of such abbreviations where in doubt. Certain words are used extensively throughout the documents, and are interpreted as follows:

1. "Owner" means "the Government".

2. "Architect/Engineer" means the "Contracting Officer".

3. "Approved" means "Approved by the Contracting Officer".

4. "For Approval" means "For the Contracting Officer's Approval".

5. "Required" means "Required by the Contracting Officer".

6. "Provide" means "Furnish and Install".

F. SUMMARY OF PROJECT

PART 1 GENERAL

1.01 SECTION INCLUDES

A. Summary of Project B. Government Furnished Property C. Work by Government D. Location E. Commencement and Completion of Work F. Requirement for Critical Path Chart

1.02 SUMMARY OF PROJECT

A. The work covered by these specifications includes furnishing all plant, labor, equipment, materials, tools and other items required to complete this project in accordance with these specifications and the contract drawings and subject to the terms of the contract.

B. Principle Features: See Statement of Work

C. Additive Bid Items (or Options): See Statement of Work

1.03 GOVERNMENT FURNISHED PROPERTY:

None

1.04 WORK BY GOVERNMENT:

None

1.05 LOCATION

A. Base: Camp Murray, WA

B. Directions to Project Site on Base: See base map for directions: From I-5 take exit 122 go to the main gate Camp Murray, approximately .50 miles, 106 Division way, find building 106.

1.06 COMMENCEMENT AND COMPLETION OF WORK

A. Preliminary Project Schedule – Within 15 calendar days from the Notice to Proceed (NTP), a detailed plan for first 90-days.

B. Initial Project Schedule – Within 42 calendar days from NTP.

C. Start Construction Work – 30-60 calendar days from NTP or as dependent upon the Environmental limitations such as migratory bird concerns.

D. Construction Work Completed – must be completed within 670 days from NTP.

E. Preliminary or draft O&M manuals must be submitted for review at 75% completion of the project.

F. Preliminary Closeout Inspection – conducted 60 calendar days prior Beneficial Occupancy Date

(BOD).

G. Complete Preliminary Closeout Inspection Items – Within 45 calendar days from Construction Work Completed. Commissioning, if included in the contract, it will occur during this time period. Final Inspection is done prior to final payment.

H. A 15 day pre-inspection prior to BOD will be conducted to develop and execute punch list items. The expectation is that no work or workers (except for training on equipment) on site after BOD with the exception of approved remaining punch list items.

I. DD1354 Submittal – draft submitted a minimum of 60 days prior to final inspection.

J. Warranty Management Plan – 30 days prior to the pre-warranty conference; minimum of 60 prior to contract closeout.

K. Close Out Documents – 30 days from BOD. This allows 30 days for final submittals and final payrolls.

And includes approved final O&M manuals.

L. Post-Construction Warranty Inspection – conducted 4 and 9 months post-construction.

1.07 REQUIREMENT FOR CRITICAL PATH METHOD

A. In contracts where close management of each element by the contractor is necessary to ensure timely performance, the contractor shall submit a detailed critical path chart representing the sequences of tasks needed to complete the project and set contractor’s baseline. This should help identify resource constraints, estimated duration of tasks, float or slack time, critical tasks, et cetera.

B. Additionally, contractor will be required to identify their phased or planned approach to reduce facility or customer interruptions during construction.