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Medical Repair and Renewal

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 SUMMARY OF WORK01 30 00 ADMINISTRATIVE REQUIREMENTS01 32 01.00 10 PROJECT SCHEDULE01 33 00.05 20 CONSTRUCTION SUBMITTAL PROCEDURES01 33 10.05 20 DESIGN SUBMITTAL PROCEDURES01 33 29 LEED(TM) DOCUMENTATION01 35 29 SAFETY AND OCCUPATIONAL HEALTH REQUIREMENTS01 45 02.00 10 QUALITY CONTROL SYSTEM (QCS)01 45 04.00 10 CONTRACTOR QUALITY CONTROL01 50 00 TEMPORARY FACILITIES AND CONTROLS FOR DESIGN-BUILD01 57 20.00 10 ENVIRONMENTAL PROTECTION01 62 35 RECYCLED / RECOVERED MATERIALS01 74 19 CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT01 78 02.00 10 CLOSEOUT SUBMITTALS01 78 23 OPERATION AND MAINTENANCE DATA

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PROJECT TABLE OF CONTENTS


SECTION TABLE OF CONTENTS


SECTION 01 11 00

SUMMARY OF WORK

07/06

PART 1 GENERAL

1.1 REFERENCES 1.2 SUBMITTALS 1.3 WORK COVERED BY CONTRACT DOCUMENTS 1.3.1 Project Description 1.3.1.1 Architectural Work 1.3.1.2 Civil Work 1.3.1.3 Cost Engineering Work 1.3.1.4 Electrical Work 1.3.1.5 Environmental Work 1.3.1.6 Mechanical Work 1.3.1.7 Safety Improvements 1.3.1.8 Antiterrorism and Force Protection 1.3.1.9 Structural Work 1.3.1.10 Systems Work 1.3.1.11 Microprocessor Control Systems 1.3.2 Location 1.4 TECHNICAL CRITERIA 1.5 CERTIFICATION OF TASK ORDERS 1.6 DEFINITIONS 1.6.1 Site Investigation 1.6.2 Work Plan 1.6.3 Medical Facilities Repair and Renewal (MRR) Project 1.6.4 Medical Facilities Repair and Renewal (MRR) Action 1.6.5 Task Order 1.6.6 Task Element 1.7 EXISTING WORK 1.8 LOCATION OF UNDERGROUND FACILITIES 1.8.1 Notification Prior to Excavation 1.9 SECURITY REQUIREMENTS

PART 2 PRODUCTS

PART 3 EXECUTION

3.1 ACTIVITIES UNDER MEDICAL REPAIR AND RENEWAL (MRR) PROJECTS 3.1.1 Element 1 Site Investigation 3.1.1.1 Site Investigation 3.1.1.2 Site Investigation Report 3.1.2 Element 2 Work Plan (Design) 3.1.3 Element 3 MRR Action 3.2 LEVEL OF EFFORT

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SECTION 01 11 00 Page 1


SECTION 01 11 00

SUMMARY OF WORK07/06

PART 1 GENERAL

1.1 REFERENCES

The Contractor is responsible for obtaining and updating all publications listed below as well as any others it may use in response to the requirements of task orders. Work done under the individual task orders shall utilize the latest issue of the publications dated at the time of award of the task order. When a required publication is not referenced in this list, or in the task order, the Contractor shall utilize a commercial standard that has national applications. The publications are referred to within the text by the basic designation only.

INTERNATIONAL CODE COUNCIL (ICC)

ICC IPC International Plumbing Code

U.S. ARMY INFORMATION SYSTEMS ENGINEERING COMMAND (USAISEC)

I3A Technical Guide for Installation Information Infrastructure Architecture

U.S. DEPARTMENT OF DEFENSE (DOD)

UFC 1-200-01 General Requirements

UFC 3-600-01 Fire Protection Engineering for Facilities

UFC 3-401-01FA Utility Monitoring and Control Systems

UFC 4-010-01 DOD Minimum Antiterrorism Standards for Buildings

UFC 4-020-01FA Security Engineering: Project Development

UFC 4-020-02FA Security Engineering: Concept Design

UFC 4-020-03FA Security Engineering: Final Design

UFC 4-510-01 ) Medical Military Facilities

U.S. GREEN BUILDING COUNCIL (USGBC)

LEED Leadership in Energy and Environmental Design(tm) Green Building Rating System for New Construction (LEED-NC)

LEED Reference Guide (2005) LEED-NC Reference Guide for New Construction



1.2 SUBMITTALS

Government acceptance 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 10.05 20 DESIGN SUBMITTAL PROCEDURES and Section 01 33 00.05 20 CONSTRUCTION SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Site Investigation Report; G

Disruption Plan; G

1.3 WORK COVERED BY CONTRACT DOCUMENTS

The Contractor shall complete all work and services under this contract in accordance with schedules that are established in each task order. Work will vary from site to site and will require extensive knowledge of medical facilities repair and renewal (MRR) projects. Submittal dates will be included in the individual task orders. These dates identify when information is due in the issuing Government office and other addresses identified in the individual task orders. The types and numbers of submittals and dates and places for review meetings shall be established by each task order under this contract.

1.3.1 Project Description

This contract is intended to provide quick response for facility repair, renovation, conversion, alteration, additions, construction, equipment procurement/installation, and maintenance services on installed equipment/systems at Government installations and facilities. The contractor may be required to survey the problem areas, evaluate and recommend solutions, develop and implement work plans in a timely manner within negotiated costs. Typical projects may include, but are not limited to, the following:

1.3.1.1 Architectural Work

Enclosures, shelters, building systems, mobile buildings, chimneys, grout, mortar, concrete, brick, concrete masonry units (CMUs), waterproofing, insulation, caulking and sealants, roofing, gutters, drains, metal decking, joists, siding and exterior surfacing, levelers, docks, ramps, stairs, shelving, windows, doors, painting, finishes, louvers, awnings, shutters, panels, grills, ceilings, acoustical areas, walls, paneling, flooring (conductive and nonconductive), carpeting, tiles, builder's hardware, signage, metals, woods and plastics, millwork, thermal and moisture protection, playground equipment, fireproofing, equipment systemization layouts, building fixtures and furnishings, and handicap systemization.

1.3.1.2 Civil Work

Topographic surveying, grading and earthwork, surface and subsurface storm drainage and drainage control structures, storm water management, erosion and sediment control, clearing and grubbing, ranges, paving and surfacing for roads, parking areas, and sidewalks, parking layout, pavement markings, traffic control and signage, gates and fencing, curbs and gutters,



railroads, dewatering, landscaping, seeding and sodding, riprap, geotechnical investigations, slope stabilization, foundations, borings, trenching, piles and caissons, dredging, piers, wharves, bridges, spill containment, berms, demolition, wetlands delineation, and airfield runway and taxiway.

1.3.1.3 Cost Engineering Work

Life cycle costing, benefit-cost analyses, economic analysis, and cost estimating services.

1.3.1.4 Electrical Work

Electrical distribution and network balancing (aerial and underground), transmission lines, poles (telephone and power), towers, ducts, raceways, conduits, tubing, connectors, wires, cable, cable trays, outlet boxes, cabinets and enclosures, supports, fiber optics cable and equipment, manholes, concrete pads, insulators, lighting arrestors, transformers, capacitors, switches, relays, fuses, grounding, lightning protection, cathodic protection, service entrances, panelboards, circuit breakers, motor control centers, special equipment/systems, targeting systems, resistance heating, starters, uninterrupted power supplies (UPS), beacons, batteries, generators, solar systems, receptacles, lighting fixtures, lamps, ballasts, equipment connections, special outlets, disconnect switches, splices, terminations, control systems, security systems, IDS, utilities monitoring and control systems (UMCS), and similar micro processor environmental control systems, audio and visual communication systems, telephone systems, instrumentation systems, and fire detection and alarm systems.

1.3.1.5 Environmental Work

Industrial and sanitary sewers, waste treatment facilities, septic tanks with drains, portable toilets, wells, water treatment facilities, water distribution systems, potable and fire water supplies including wells, piping, pumps, valves, sprinklers, water use analyses, leakage analyses, and hazardous waste analyses, and disposal of waste products, munitions and ordinance disposal/clearance.

1.3.1.6 Mechanical Work

Heating, ventilation, and air-conditioning (HVAC) systems and components, central plant and utility distribution studies, high temperature water systems, chillers, refrigerants, cooling towers, air handling equipment, energy conservation, heat transfer surfaces, furnaces, air distribution, valves, pumps and associated piping and ducts; conveying systems, elevators, dumbwaiters, moving walks, box conveyors, hoists and cranes, lifts, escalators, boilers, material handling systems, dryers, steam lines, transient tubes, shredders, plumbing fixtures, special equipment/systems, sterilization systems, fuel distribution (i.e., propane, natural gas, and slurries), petroleum oil lubricants (POL), storage tanks for fuel, gas, water and sewage; piping systems, fire suppression (water, chemical, and gas), fuel use and leak analyses, sterilizers, compressed air production and distribution systems, medical and industrial gas distribution systems, exhaust systems, steam systems, pipe insulation, and plumbing systems involving water, solids, and hazardous waste.



1.3.1.7 Safety Improvements

Life safety, fire protection systems, industrial hygiene, inflammatory gases, medical safety and hygiene, asbestos and/or lead based paint evaluation and removal/encapsulation, light fixtures containing PCB's evaluation/removal, blast distances, and Failure Mode and Effective Analyses (FMEA), Occupational Safety and Hazards Act (OSHA) and American Disability Act (ADA) evaluations.

1.3.1.8 Antiterrorism and Force Protection

Unless otherwise specified in project task orders protection measures specified in UFC 4-010-01 are required. The element of those standards that has the most significant impact on projects is providing protection against explosives effects. That protection can either be achieved using conventional construction (including specific window requirements) in conjunction with establishing relatively large standoff distances to parking, roadways, and installation perimeters or through building hardening, which will allow lesser standoff distances. The facility requirements listed in these specifications assume that the minimum standoff distances can be met, permitting conventional construction. Lesser standoff distances (with specific minimums) are not desired; however, can be provided, but will require structural hardening of the building. The following list highlights the major points:

Standoff distance from roads, parking and installation perimeter; and/or structural blast mitigation

Blast resistant windows, frames, anchors, supports

Progressive collapse resistance for all facilities three stories or higher

Mass notification system

Mailrooms have separate HVAC systems and are sealed from the rest of the building

1.3.1.9 Structural Work

Structural design and analysis of building systems and ancillary structures (concrete, masonry, steel, etc.), foundations, underwater structures, reinforced concrete, equipment mounting, shock isolation, reinforced masonry, wood, steel joists, steel decks, structural steel frame systems, steel bracing, seismic design and evaluations, steel connections, non-building structures, welding procedures, detailing of structural components and hardened (protective) structures, earthquake consideration of utility systems; non-building structures such as elevated tanks, vertical tanks on ground, horizontal tanks, retaining walls and buried structures; anchorage and support of mechanical and electrical equipment; and applications of industry building codes and standards.

1.3.1.10 Systems Work

Human factors engineering; upgrade assessments, equipment inventories and O&M documentation to obtain support; and energy system surveys. System/equipment and life safety repair and maintenance efforts for existing systems/equipment may be required. Logistical support shall be provided where required. Accreditation surveys to determine if medical



facilities repair and renewal (MRR) efforts will be conducted.

1.3.1.11 Microprocessor Control Systems

Energy monitoring control systems (EMCS), utility control systems (UCS), utility monitoring and control systems (UMCS) and similar microprocessor control systems are governed by the provisions of UFC 3-401-01FA and as such, may have additional requirements to those contained in this contract. The Contractor should contact the Contracting Officer concerning these requirements prior to starting work in such projects.

1.3.2 Location

This contract may apply to various Department of Defense (DOD) installations and facilities (CONUS), the National Guard, and, pursuant to applicable authorities for interagency and intergovernmental support, to federal agencies, state and local governments on a case specific basis. Task orders may be awarded for work to be performed through-out the United States, including Alaska, Hawaii, and all US territories, for the following Government agencies: Department of Defense, Department of Homeland Security, Veteran's Administration, State Department, Department of Interior, Department of Energy, Department of Transportation, and state and local governments.

1.4 TECHNICAL CRITERIA

The publications listed below form the basis of the work required in individual task orders under this contract. Additional publications may be identified as required in the task orders. When a required publication is not referenced in this list, or in the task order, the Contractor shall utilize one that has national applications or provide one from the cited website below. Where conflict arises between publications, the most stringent shall apply. In addition, the Contractor must adhere with the current version at the time of task order award of applicable Unified Facility Criteria (UFC) documents. The UFCs are available from Techinfo at http://www.hnd.usace.army.mil/techinfo/engpubs.htm

UFC 1-200-01UFC 3-600-01UFC 4-010-01UFC 4-020-01FAUFC 4-020-02FAUFC 4-020-03FAUFC 4-510-01I3AICC IPCLEEDLEED Reference Guide

Army Installation Design Standards at http://www.idsarmy.hqda.pentagon.mi/army%5Fids/

DOD Space Planning Criteria and Medical GuideplatesDepartment of the Army, Army Medical Design GuidesMemorandum, Office of the Assistant Chief of Staff for Installation Management, Sustainable Management of Waste in Military Construction, Renovation, and Demolition Activities, 6 February 2006 (Specifications must contain UFGS-01 57 20.00 10 ENVIRONMENTAL PROTECTION, UFGS-01 74 19 CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT, and UFGS-02 41 00 DEMOLITION



AND DECONSTRUCTION. The submittals required by these specifications should be identified on the project submittal register.)

1.5 CERTIFICATION OF TASK ORDERS

Unless otherwise indicated in the project task order, active registered professional engineers, architects, and industrial hygienists shall certify work plan/design documentation with their signature and stamp all task order efforts, ensuring proper usage of codes and standards. Each drawing sheet shall be certified. The cover sheet of the specification sheet shall be certified. Design documentation shall be certified by the appropriate design discipline. The contractor shall provide certification in accordance with the state requirements when required i.e.; New York requires certified New York professionals.

The contractor shall use only personnel who possess current EPA, state and local (as necessary), accredited and licensed as Asbestos Inspectors, Asbestos Management Planners and Asbestos Project Designers, as appropriate, for the asbestos work defined in this Contract. The contractor shall employ only accredited lead risk assessor(s) (inspectors) to perform the LBP work defined in this Contract. These accredited asbestos personnel shall be accredited in the state that the work is being conducted (as applicable).

1.6 DEFINITIONS

1.6.1 Site Investigation

The site investigation is an inspection of an installation, facility, or system to evaluate areas and to obtain specific information pertaining to a proposed MRR action.

Validation of the task order scope of work (SOW) shall also be accomplished during the initial site meeting. This requires customer, contractor, and Huntsville contract management participation. During the process of verification of the SOW each item shall be reviewed by the attendees and agreed to as evidenced by date and signature by the appropriate parties at the meeting (typically the customer and contractor leads) on each item in the SOW.

1.6.2 Work Plan

The work plan is minimal design documentation required for Huntsville Center (HNC) to monitor the Contractor's efforts with regard to scope, schedules, costs, codes, and standards in order to perform a MRR action to construct and/or correct a facilities repair and/or renewal situation. The level of detail in the work plan is contingent upon the effort delineated in the task order scope of work, scope of work validation and information gathered during the site visit by the contractor. The detail can vary from a major project which may include detailed drawings, engineering calculations, criteria, manufacturers' data, comprehensive schedules, cost estimates, etc. to a minor project which may only require sketches, simple schedules, catalog cuts, etc.

1.6.3 Medical Facilities Repair and Renewal (MRR) Project

The MRR project is a project undertaken to construct or correct a facilities repair and/or renewal situation identified by the facility with details taken from a site visit, site investigation. feasibility study, or



related sources. These projects are activated by a task order based on the facility requirements.

1.6.4 Medical Facilities Repair and Renewal (MRR) Action

The MRR action is the action taken to construct or correct a facilities repair and/or renewal situation. It results from the implementation of a work plan or other documents as provided.

1.6.5 Task Order

A task order is a directive issued to the Contractor by the Contracting Officer, which states the requirements for the MRR actions to be performed under this contract. Tasks are defined as individual efforts to be performed by a Contractor, which are contained in a task order.

1.6.6 Task Element

Each task order may consist of various phases of work known as a task element. These elements may include 1) Site Investigation, 2) Work Plan ,Feasability Study, 3) MRR Action etc. Note that the contractor shall not proceed to the next task element until directed to do so by the Contracting Officer.

1.7 EXISTING WORK

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

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

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

1.8 LOCATION OF UNDERGROUND FACILITIES

Obtain digging permits prior to start of excavation. Verify elevations before installing new work closer than nearest manhole or other structure at which an adjustment in grade can be made.

1.8.1 Notification Prior to Excavation

Notify the Contracting Officer at least 7 days prior to starting excavation work.

1.9 SECURITY REQUIREMENTS

Contract Clause "FAR 52.204-2 Alt II, Security Requirements applies. Provide site security (fencing, lighting, or guard service) as required by each task order. However, at a minimum, the Contractor shall maintain the site and all other contractor-controlled areas in such a manner as to minimize the risk of theft, vandalism, injury, or accident. The Contractor shall comply with site security regulations.



PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

3.1 ACTIVITIES UNDER MEDICAL REPAIR AND RENEWAL (MRR) PROJECTS

The activities to be performed by the Contractor under this contract and subsequent task orders are described in general terms below (this list is not all-inclusive). The specific tasks and task elements to be performed will be identified in each task order. Generally, costs associated with each task element will be negotiated and agreed upon prior to start of effort on the task order; however, upon direction of the Contracting Officer by issuance of a time-and-materials (T&M) order, the Contractor shall immediately start the first task element and usually the order will be negotiated to a firm-fixed price as soon as possible. The Contracting Officer reserves the right to modify duties and time periods in the tasks. At the completion of each task order, the results, documented and conceptual, become the property of the Government.

3.1.1 Element 1 Site Investigation

Within five working days after the notice to proceed issued, the Contractor shall start the site investigation. Prior to any site investigation, an abbreviated accident prevention plan (AAPP) shall be submitted, refer to Section 01 35 29 SAFETY AND OCCUPATIONAL HEALTH REQUIREMENTS Prior to the site investigation, conduct a pre-site visit teleconference/meeting with key representatives of the organizations associated with the effort to determine the minimum requirements of the meeting. The Pre-Site visit meeting conference call will be set up by the contractor with all required Government representatives for the presentation of the contractor's deliverables identified in the Pre-Site Visit Checklist prior to the site visit. Within ten working days after the conclusion of the site investigation, unless otherwise identified in the individual task order or directed by the Contracting Officer, the Contractor shall prepare and submit to the Contracting Officer, a site investigation report.

3.1.1.1 Site Investigation

Visit the site, building, or area as directed or indicated in the task order. Provide visual digital media documenting the proposed medical facility repair and rehabilitation action project with emphasis on the particular items to be removed/recovered. Unless stated otherwise in a task order, the site investigation shall involve the following as a minimum:

a. Investigate each of the problem areas stated in the task order. Investigate and analyze any obvious code or accreditation violations.

b. Review existing as-built drawings, maintenance records, and other pertinent documentation as required to fulfill the requirements of the task order.

c. Interview on-site maintenance personnel and staff as required to fulfill the requirements of the task order.

d. Gather data required to prepare a site description, a hazard and risk analysis, a site control document, and a site disruption



plan, which itemizes actual, probable and potential interruptions to installation operations along with recommendations to reduce the effects of unavoidable interruptions.

e. For T&M efforts develop a basis during the visit to prepare budget cost proposals for the MRR action elements listed in the task order.

f. Operate existing systems/equipment, as applicable, under the direction of installation personnel in order to isolate and evaluate problem areas.

g. Investigate and document the presence or absence of asbestos/lead-based paint in the proposed work areas and surrounding areas with the goal of preparing an abatement plan. To accomplish this the Contractor shall interview facility personnel and review existing documentation as required. At the completion of the documentation review, the Contractor shall conduct an on-site investigation of the proposed work area in conjunction with facility personnel to visually locate and identify asbestos/lead-based paint insulation or surface coverings, which cannot be proven to be non-asbestos, shall be considered to be asbestos and treated accordingly. If no asbestos/lead-based paint is encountered or presumed present, the Contractor shall so certify in writing.

3.1.1.2 Site Investigation Report

Prepare and submit a Site Investigation Report documenting the site investigation. Include meeting minutes; site conditions, all data gathered, customer requirements and Scope clarifications. Include a synopsis which defines all design alternatives evaluated as well as the results. Present the Report in a three ring binder(s) and submit as a stand alone document, or as a part of the work plan as required by the task order. The Site Investigation Report shall include (as a minimum, or as defined in the Task Order) individual sections for each of the topics defined below.

a. Site Description. Provide a brief description of the site under investigation, including a complete summary of safety and health hazards anticipated on site.

b. Site Information. Provide a list of people contacted during the visit, as well as any relevant information obtained.

c. Hazard Assessment and Risk Analysis. Provide a complete description of the work to be performed with a complete summary of hazards anticipated. Identify the safety and health hazards that may be encountered for each task or site operation to be performed. Each task/operation is to be discussed separately. Material Safety Data Sheets (MSDS) for each hazardous substance discovered or brought on site shall be documented.

d. Problem Areas. Include a narrative description of each problem area (related to MRR action) that was investigated during the visit. Also include a list of any code or accreditation violations in these areas. Indicate areas investigated which warrant further study and those, which do not warrant further efforts.



e. Disruption Plan. Develop and submit a site disruption plan, signed off by installation personnel, which identifies actual, probable, and potential interruptions to installation operation with corrective actions. Also include the requirements of any transition plans needed.

f. Asbestos and/or Lead Based Paint Abatement (Removal/Encapsulation) Identification. The site investigation report shall indicate whether asbestos/lead based paint are present at the proposedwork site. If any local documentation exists or testing has been completed by the facility, the Contractor shall provide the title of the documentation/testing in the site investigation report and indicate the findings of that documentation/testing. The contractor shall be responsible for the validation of the local documentation or testing. The names of any individuals interviewed during the site investigation shall also be included in the report. If no asbestos/lead based paint is encountered during the site investigation, the Contractor shall so indicate in writing.

g. Preliminary Studies. Include any preliminary studies, feasibility studies, life cycle cost analysis, or any other reports, documentation, or general information used in decision making, preliminary design, or design alternates. Life cycle cost studies shall be performed in accordance with National Institute of Technology and Standards Handbook 135 utilizing Department of Energy Escalation Rates and other applicable data as specified in the task order or directed by the Contracting Officer.

h. Proposed Work Plan. Clearly define the scope of work to be included in the work plan. Define the recommendations for resolving each problem area that was investigated. Include any drawings/sketches/schedules, which may be applicable to the proposed MRR action. Describe any equipment/system to be supplied as part of the MRR action.

i Scope of Work Validation. The contractor shall clearly indicate any changes to the scope of work to be included in the work plan. The scope of work shall be marked with pen and ink changes and signed off by the Contractor and the customer at the conclusion of of the site survey. The contractor shall define the recommendations for resolving each problem area that was investigated, include any drawings/sketches/schedules which may be applicable to the proposed repair/renewala action and describe any equipment/system to be supplied as part of the repair renewal action. Concept sketches and program data provided by the government shall be submitted to support the proposed recommendations.

j. Cost Proposals. For T&M efforts, the Site Investigation Report shall include a budget cost proposal for the performance of the MRR Action.

3.1.2 Element 2 Work Plan (Design)

Develop the work plan (design) in accordance with the level of effort specified by the task order; Type 1, 2 or 3 as detailed in Section 01 33 10.05 20 DESIGN SUBMITTAL PROCEDURES. Regardless of the size of the



MRR action project the work plan shall provide adequate detail to effectively carry out the MRR action process. Submit as specified in Section 01 33 10.05 20 DESIGN SUBMITTAL PROCEDURES.

3.1.3 Element 3 MRR Action

Begin work on the MRR action of the system, facility or installation in accordance with the Govt. accepted work plan or as otherwise directed by the Contracting Officer following the approved work schedule.

3.2 LEVEL OF EFFORT

The type and magnitude of task order projects will vary greatly; the contractor is expected to prepare the level of design and documentation appropriate to the size and complexity of the project, as indicated in the task order request for proposal and scope of work.

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SECTION 01 30 00

ADMINISTRATIVE REQUIREMENTS

07/06

PART 1 GENERAL

1.1 SUBMITTALS 1.2 COLOR BOARDS FOR TYPE 3 WORK PLANS 1.3 PROGRESS AND COMPLETION PICTURES 1.4 TASK ORDER DOCUMENTATION 1.4.1 Telephone Conversation/Correspondence Record 1.4.2 Certification of Computer Media 1.4.3 WEEKLY RISK REPORT 1.5 MINIMUM INSURANCE REQUIREMENTS 1.6 CONTRACTOR PERSONNEL REQUIREMENTS 1.6.1 Identification Badges 1.6.2 Superintendent 1.6.3 Personnel\Removal 1.6.4 Employment of Government Personnel 1.6.5 Inspections 1.6.6 Subcontractor Special Requirements 1.6.6.1 Asbestos Containing Material 1.6.7 Contractor Personnel Requirements 1.7 SUPERVISION 1.8 Pre-Construction Period Activities. 1.9 MEDICAL FACILITY PRE-CONSTRUCTION CONFERENCE 1.9.1 Discussion Items 1.9.2 Installation Rules and Regulations 1.9.3 Work Hours and Government Holidays 1.10 AVAILABILITY OF CAD DRAWING FILES 1.11 ELECTRONIC MAIL (E-MAIL) ADDRESS 1.12 COST PROPOSALS 1.13 PUBLIC AFFAIRS 1.14 PRESENTATIONS AND MEETINGS

PART 2 PRODUCTS

PART 3 EXECUTION




SECTION 01 30 00

ADMINISTRATIVE REQUIREMENTS07/06

PART 1 GENERAL

1.1 SUBMITTALS

Government acceptance 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 10.05 20 DESIGN SUBMITTAL PROCEDURES and Section 01 33 00.05 20 CONSTRUCTION SUBMITTAL PROCEDURES:


Progress and completion pictures

Medical Facility Pre-Construction Conference documentation

SD-07 Certificates

Telephone Conversation/Correspondence Record

Certification of Computer Media

Weekly Risk Report

SD-04 Samples

Color boards; G

1.2 COLOR BOARDS FOR TYPE 3 WORK PLANS

Submit color boards with the initial WP submittal for all projects requiring a type 3 WP. These shall be submitted to the offices as designated in the project SOW. Each set of boards shall include samples of colors and finishes of interior surfaces, such as walls, floors, and ceilings. The samples shall be presented on 8 by 10 1/2 inch boards (modules) with a maximum spread of 24 by 31 1/2 inches for foldouts. Modules shall be designed to fit in a standard loose-leaf, three-ring binder. Where special finishes such as architectural concrete, carpet, or prefinished textured metal panels are required, samples not less than 12 inches square shall be submitted with the board. If more space is needed, more than one board per set may be submitted. The Contractor shall verify that he has reviewed the color samples in detail and that the color samples are in strict accordance with contract drawings and specifications, except as may be otherwise explicitly stated. Submittal of color samples shall not relieve the Contractor of the responsibility to submit samples required elsewhere herein.

1.3 PROGRESS AND COMPLETION PICTURES

Photographically document site conditions during the site visit, prior to start of construction operations. Provide in the weekly risk report, and



within one month of the completion of work,digital photographs, 1600x1200x24 bit true color in JPEG file format showing the sequence and progress of work. Provide a view location sketch indicating points of view. The view location sketch shall also be provided on the CD as digital file. All file names shall include a date designator. Cross reference submittals in the appropriate daily report. Photographs shall be provided for unrestricted use by the Government.

1.4 TASK ORDER DOCUMENTATION

1.4.1 Telephone Conversation/Correspondence Record

Maintain a record of each substantive phone conversation and written correspondence related to the performance of this contract. Sort the record by task order. Submit a summary of the phone conversations and written correspondence to the Contracting Officer, or authorized representative, monthly and is due not later than the 10th of the following month. For this contract, "substantive" is defined as:

a. all calls to or from Army personnel that require action by either the Army or the Contractor.

b. all calls to or from Army personnel that directly or indirectly affect contract terms and conditions.

c. all calls to or from federal, state, or local regulatory agency personnel.

d. all calls to Contractor personnel that require calling party to be referred to the Public Affairs Office.

1.4.2 Certification of Computer Media

Certify all delivery media (floppy disks, CD roms, thumb drive, etc.) for computer data to be compatible with installation computer equipment and to be free of known computer viruses. Furnish a compatibility certification and the name(s) and release date(s) of the virus scanning software used to analyze the delivery media to the Government at the time of delivery. The release or revision date of the virus scanning software shall be the current version, which has detected the latest known viruses at the time of delivery of the media. If analysis of the delivery media by the Government finds evidence of incompatibility or virus infection, the media will be returned to the Contractor. The Contractor shall resubmit the media at no cost to the Government.

1.4.3 WEEKLY RISK REPORT

Submit weekly reports via email using the Medical Command (MEDCOM) developed spreadsheet . This spreadsheet shall be used for the duration of all contracted Task Orders. The spreadsheet and instructions on how tocomplete the report and a checklist will be provided in the task order scope of work.

a. Summarize progress by estimated percent of completion for each MRR project.

b. Risks section shall be provided for the Contractor to describe any problems in detail which caused lag in schedule as well as plans to get back on schedule.



c. The weekly report shall present risks that are outside the control of the contractor and the perceived risk factor.

1.5 MINIMUM INSURANCE REQUIREMENTS

Procure and maintain during the entire period of performance under this contract the following minimum insurance coverage:

a. Comprehensive general liability: $500,000 per occurrence

b. Automobile liability: $200,000 per person, $500,000 per occurrence for bodily injury, $20,000 per occurrence for property damage

c. Workmen's compensation as required by Federal and State workers' compensation and occupational disease laws.

d. Employer's liability coverage of $100,000, except in States where workers compensation may not be written by private carriers,

e. Others as required by State.

1.6 CONTRACTOR PERSONNEL REQUIREMENTS

1.6.1 Identification Badges

The Contractor shall be responsible for furnishing to each employee, and for requiring each employee engaged on the work to display identification as approved and directed by the Contracting Officer. Prescribed identification shall immediately be delivered to the Contracting Officer for cancellation upon release of any employee. When required, the Contractor shall obtain and provide fingerprints of persons employed on the project. Contractor and subcontractor personnel shall wear identifying markings on hard hats clearly identifying the company for whom the employee works. Application for and use of badges will be as directed. Immediately report instances of lost or stolen badges to the Contracting Officer.

1.6.2 Superintendent

The contractor shall have a competent, fully-able to enact all the field requirements of the RFP, superintendent on site at all times during work performance who has authority to act for the contractor. The contractor shall designate the superintendent in writing, to the Contracting Officer prior to commencement of work. In the event there is a change in the designated superintendent with authority to act for the contractor, the contractor shall immediately notify the Contracting Officer verbally and in writing 72 hours prior to the change, which time includes weekends and holidays.

1.6.3 Personnel\Removal

The Contracting Officer may remove and/or bar from the job site any employee(s) in accordance with FAR clause 52.236-5, Material and Workmanship.

1.6.4 Employment of Government Personnel

The contractor shall not employ any person who is an employee of the United



States Government if the employment of that person would create a conflict of interest, unless such a person seeks and receives approval in accordance with 5 CFR Part 2635.

1.6.5 Inspections

The contractor is responsible for self inspection/quality control of his work. The contractor shall conduct an inspection of the site with the Contracting Officer and/or designated representative upon completion of each phase of work. The contractor shall make all observations necessary to verify the work is properly installed and in place and no conditions exist which are detrimental to the completion of a high quality construction job.

1.6.6 Subcontractor Special Requirements

1.6.6.1 Asbestos Containing Material

All contract requirements of Section 13281 (UFGS-02 82 16.00 20), "Engineering Control of Asbestos Containing Materials" assigned to the Private Qualified Person (PQP) shall be accomplished directly by a first tier subcontractor.

1.6.7 Contractor Personnel Requirements

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

1.7 SUPERVISION

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.

1.8 Pre-Construction Period Activities.

The following activities should be addressed in the Pre-Construction Period:

-All items needing approval are coordinated with the Client (value added options, critical submittals, construction site approval documents, etc.) add customer required time constraints, phasing requirements, GFE issues, transition and moving issues etc.

-Review all documents, requirements, standards, and codes.

-Verify existing conditions.

-Discuss Infection Control, Risk Management Plan , and Weekly Reporting.

1.9 MEDICAL FACILITY PRE-CONSTRUCTION CONFERENCE

For each task order, the contractor shall hold a preliminary teleconference prior to the actual pre-construction conference. The preliminary teleconference will cover items in paragraph 1.8. The Contractor shall present this information in a PowerPoint presentation that will allow the



contractor to explain to the stakeholders how the project will be executed. Provide a copy of the presentation and the minutes of the meeting as a construction submittal.

This PreConstruction Conference will be setup by the contractor and will be held at the location specified by the Contracting Officer, or authorized representative. The purpose of this pre-construction action conference is to enable the Contracting Officer, or authorized representative, to outline the procedures that will be followed by the Government in its administration of the contract and to discuss the performance that will be expected from the Contractor. This conference will allow the Contractor an opportunity to ask questions about the Government's supervision and inspection of contract work, security requirements, regulations, etc. The Contracting Officer, or authorized representative, may invite installation, using service, engineering, and/or security personnel as well as other involved Government personnel to attend this conference.

It is the Contractor's responsibility to setup and coordinate the Pre-Construction Meeting. Remember this is not a question and answer or negotiation session. All issues and questions should be resolved before the meeting. The teleconference should be postponed until all questions are resolved.

The Pre-Construction meeting will consist of a presentation given by the contractor walking the Client through the scope of work and the construction phase.

The following items should be reviewed at the Pre-Construction meeting:

-Risk Managment

-Weekly Contractor Reporting System

1.9.1 Discussion Items

The following is a list of items for discussion during this conference. This is not considered to be a complete listing.

a. Authority of the Contracting Officer, or authorized representative, and procedures for administering the contract.

b. Contractor labor standards provisions.

c. Contract modification and administration procedures.

d. Payment estimate data and procedures.

e. Contractor insurance requirements.

f. Contractor performance evaluation.

g. Contractor perceived risks and mitigation factors.

h. Weekly meetings for construction, time, place and attendees.

i. Schedule, milestones, critical submittals, disruption plan, Safety measures.



j. Work hours and government holidays.

1.9.2 Installation Rules and Regulations

Regardless of whether site of the work is on a military reservation or on a civilian installation associated with the military, all rules and regulations issued by the Commanding Officer/Director covering general safety, security, sanitary requirements, pollution control, work hours, storage areas, utility availability and use, utility interruptions, site conditions, environmental compliance, clean up, conduct and dress, work in areas with others, excavation permits, access to work areas, traffic regulations, as well as any other pertinent information requested by the Contractor or provided by the authorized installation technical representative shall be observed by the Contractor. Information regarding these requirements may be obtained by contacting the authorized installation technical representative, who will provide such information or assist in obtaining same from appropriate authorities.

1.9.3 Work Hours and Government Holidays

Specific work hours will be set for each task order. Standard work hours should be set at preliminary teleconference or by Contracting Officer. If not set prior, standard work hours should be between 0800-1700 unless otherwise set by Contracting Officer. Note that government employees may not be accessible during the following government holidays: New Years Day, Martin Luther King Birthday, President's Day, Memorial Day, Independence Day, Labor Day, Columbus Day, Veteran's Day, Thanksgiving Day, and Christmas Day.

1.10 AVAILABILITY OF CAD DRAWING FILES

If available, after task order award and upon request, the electronic "Computer-Aided Design (CAD)" 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 data for the referenced project. Any other use or reuse shall be at the sole risk of the Contractor and without liability or legal exposure to the Government. The Contractor shall make no claim and waives to the fullest extent permitted by law, any claim or cause of action of any nature against the Government, its agents or sub consultants that may arise out of or in connection with the use of these electronic files. The Contractor shall, to the fullest extent permitted by law, indemnify and hold the Government harmless against all damages, liabilities or costs, including reasonable attorney's fees and defense costs, arising out of or resulting from the use of these electronic files.

These electronic CAD drawing files are not construction documents. Differences may exist between the CAD files and the corresponding construction documents. The Government makes no representation regarding the accuracy or completeness of the electronic CAD files, nor does it make representation to the compatibility of these files with the Contractors hardware or software. In the event that a conflict arises between the signed and sealed construction documents prepared by the Government and the furnished CAD files, the signed and sealed construction documents shall govern. The Contractor is responsible for determining if any conflict



exists. Use of these CAD files does not relieve the Contractor of duty to fully comply with the contract documents, including and without limitation, the need to check, confirm and coordinate the work of all contractors for the project.

If the Contractor uses, duplicates and/or modifies these electronic CAD files for use in producing construction drawings and data related to this contract, all previous indicia of ownership (seals, logos, signatures, initials and dates) shall be removed.

1.11 ELECTRONIC MAIL (E-MAIL) ADDRESS

The Contractor shall establish and maintain electronic mail (e-mail) capability along with the capability to open various electronic attachments in Microsoft, Adobe Acrobat, and other similar formats. Within 10 days after contract award, the Contractor shall provide the Contracting Officer a single (only one) e-mail address for electronic communications from the Contracting Officer related to this contract including, but not limited to contract documents, invoice information, request for proposals, and other correspondence. The Contracting Officer may also use email to notify the Contractor of base access conditions when emergency conditions warrant, such as hurricanes, terrorist threats, etc. Multiple email addresses will not be allowed.

It is the Contractor's responsibility to make timely distribution of all Contracting Officer initiated e-mail within its own organization including field office(s). The Contractor shall promptly notify the Contracting Officer, in writing, of any changes to this email address.

1.12 COST PROPOSALS

Prior to performing any task as defined by a task order, the Contractor shall submit cost proposals. Submit cost proposals with detailed backup for each task. Format each cost proposal as prescribed by the Contracting Officer. The cost for preparing all cost proposals is an overhead expense and will not be separately reimbursed. The Contractor shall not initiate any work on a project until the Contracting Officer provides Notice To Proceed (NTP).

1.13 PUBLIC AFFAIRS

The Contractor shall not publicly disclose any data generated or reviewed in accordance with DFARS clause 252.204-7000, Disclosure of Information.

1.14 PRESENTATIONS AND MEETINGS

The Contractor shall be required to attend Line Item Reviews on a quarterly basis, and attend presentations and meetings as required by individual task orders. The Contracting Officer shall determine the time and location. The contractor shall prepare and provide minutes of all meetings.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used. -- End of Section --





SECTION 01 32 01.00 10

PROJECT SCHEDULE

01/07

PART 1 GENERAL

1.1 REFERENCES

PART 2 PRODUCTS (Not Applicable)

PART 3 EXECUTION

3.1 GENERAL REQUIREMENTS 3.1.1 Approved Project Schedule 3.1.2 Schedule Status Reports 3.1.3 Default Terms 3.2 BASIS FOR PAYMENT AND COST LOADING 3.3 PROJECT SCHEDULE DETAILED REQUIREMENTS 3.3.1 Critical Path Method 3.3.2 Level of Detail Required 3.3.2.1 Design and Permit Activities 3.3.2.2 Procurement Activities 3.3.2.3 Mandatory Tasks 3.3.2.4 Government Activities 3.3.2.5 Activity Responsibility Coding (RESP) 3.3.2.6 Activity Work Area Coding 3.4 PROJECT SCHEDULE SUBMISSIONS 3.4.1 Preliminary Project Schedule Submission 3.4.2 Initial Project Schedule Submission 3.4.3 Design Package Schedule Submission 3.4.4 Periodic Schedule Updates 3.5 REQUESTS FOR TIME EXTENSIONS 3.5.1 Justification of Delay 3.5.2 Submission Requirements 3.5.3 Additional Submission Requirements 3.6 DIRECTED CHANGES 3.7 OWNERSHIP OF FLOAT 3.8 TRANSFER OF SCHEDULE DATA INTO RMS/QCS


SECTION 01 32 01.00 10 Page 1


SECTION 01 32 01.00 10

PROJECT SCHEDULE01/07

PART 1 GENERAL

1.1 REFERENCES

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

U.S. ARMY CORPS OF ENGINEERS (USACE)

ECB 2005-10 (2005) Scheduling Requirements for Testing of Mechanical Systems in Construction

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


PART 3 EXECUTION

3.1 GENERAL REQUIREMENTS

Prepare for approval a Project Schedule, as specified herein, pursuant to the Contract Clause, SCHEDULE FOR CONSTRUCTION CONTRACTS. Show in the schedule the sequence in which the Contractor proposes to perform the work and dates on which the Contractor contemplates starting and completing all schedule activities. The scheduling of the entire project, including the design and construction sequences, is required. The scheduling of design and construction is the responsibility of the Contractor. Contractor management personnel shall actively participate in its development. Designers, Subcontractors and suppliers working on the project shall also contribute in developing and maintaining an accurate Project Schedule. The schedule must be a forward planning as well as a project monitoring tool.

3.1.1 Approved Project Schedule

Use the approved Project Schedule to measure the progress of the work and to aid in evaluating time extensions. Make the schedule cost loaded and activity coded. The schedule will provide the basis for all progress payments. If the Contractor fails to submit any schedule within the time prescribed, the Contracting Officer may withhold approval of progress payments until the Contractor submits the required schedule.

3.1.2 Schedule Status Reports

Provide a Schedule Status Report on at least a monthly basis. If, in the opinion of the Contracting Officer, the Contractor falls behind the approved schedule, the Contractor shall take steps necessary to improve its progress including those that may be required by the Contracting Officer, without additional cost to the Government. In this circumstance, the Contracting Officer may require the Contractor to increase the number of

SECTION 01 32 01.00 10 Page 2


shifts, overtime operations, days of work, and/or the amount of construction plant, and to submit for approval any supplementary schedule or schedules as the Contracting Officer deems necessary to demonstrate how the approved rate of progress will be regained.

3.1.3 Default Terms

Failure of the Contractor to comply with the requirements of the Contracting Officer shall be grounds for a determination by the Contracting Officer that the Contractor is not executing the work with sufficient diligence to ensure completion within the time specified in the contract. Upon making this determination, the Contracting Officer may terminate the Contractor's right to proceed with the work, or any separable part of it, in accordance with the default terms of the contract.

3.2 BASIS FOR PAYMENT AND COST LOADING

Use the schedule as the basis for determining contract earnings during each update period and therefore the amount of each progress payment. Lack of an approved schedule update or qualified scheduling personnel will result in an inability of the Contracting Officer to evaluate contract earned value for the purposes of payment. Failure of the Contractor to provide all required information will result in the disapproval of the preliminary, initial and subsequent schedule updates. In the event schedule revisions are directed by the Contracting Officer and those revisions have not been included in subsequent revisions or updates, the Contracting Officer may hold retainage up to the maximum allowed by contract, each payment period, until such revisions to the Project Schedule have been made. Activity cost loading shall be reasonable, as determined by the Contracting Officer.

3.3 PROJECT SCHEDULE DETAILED REQUIREMENTS

The computer software system utilized to produce and update the Project Schedule shall be capable of meeting all requirements of this specification. Failure of the Contractor to meet the requirements of this specification will result in the disapproval of the schedule. In order to upload project schedules in QCS, scheduling software that meets the activity coding structure defined in the Standard Data Exchange Format (SDEF) in ER 1-1-11 include Primavera Project Planner (P3) by Primavera, and Open Plan by Deltek, must be utilized. If QCS is not required for a specific task order, Microsoft Project may be utilized. Several systems have been tested to determine the accuracy of importing and exporting SDEF files. For information on the current list of recommended systems please contact Mr. Brad James at HQUSACE, (202) 761-5541. Although the currently listed systems have been tested other systems may also be acceptable provided those systems correctly import and export SDEF files. SDEF Checker Program: To verify SDEF files meet the specified guidelines download the SDEF Checker utility from the winrms website. Go to http://winrms.usace.army.mil, click on the User Manuals Link to the left and then click on the P3SDEF Link to the left.

3.3.1 Critical Path Method

Use the Critical Path Method (CPM) of network calculation to generate the Project Schedule. Prepare the Project Schedule using the Precedence Diagram Method (PDM).

SECTION 01 32 01.00 10 Page 3


3.3.2 Level of Detail Required

The schedule shall be completed in a level of detail that allows both the contractor and the government to understand each major task and phase associated with the project. Failure to develop the Project Schedule to an appropriate level of detail, as determined by the Contracting Officer, will result in its disapproval. The Contracting Officer will consider, but is not limited to, the following characteristics and requirements to determine appropriate level of detail:

3.3.2.1 Design and Permit Activities

Include design and permit activities with the necessary conferences and follow-up actions and design package submission dates. Include the design schedule in the project schedule, showing the sequence of events involved in carrying out the project design tasks within the specific contract period. This shall be at a detailed level of scheduling sufficient to identify all major design tasks, including those that control the flow of work. The schedule shall include review and correction periods associated with each item.

3.3.2.2 Procurement Activities

The schedule must include activities associated with the submittal, approval, procurement, fabrication and delivery of long lead materials, equipment, fabricated assemblies and supplies. Long lead procurement activities are those with an anticipated procurement sequence of over 90 calendar days. A typical procurement sequence includes the string of activities: submit, approve, procure, fabricate, and deliver.

3.3.2.3 Mandatory Tasks

The following tasks must be included and properly scheduled:

a. Submission, review and acceptance of design packages.

b. Submission of mechanical/electrical/information systems layout drawings.

c. Submission and approval of O & M manuals.

d. Submission and approval of as-built drawings.

e. Submission and approval of 1354 data and installed equipment lists.

f. Submission and approval of testing and air balance (TAB).

g. Submission of TAB specialist design review report.

h. Submission and approval of fire protection specialist.

i. Submission and approval of testing and balancing of HVAC plus commissioning plans and data. Develop the schedule logic associated with testing and commissioning of mechanical systems to a level of detail consistent with ECB 2005-10.

j. Air and water balancing.

k. HVAC commissioning.

SECTION 01 32 01.00 10 Page 4


l. Controls testing plan submission.

m. Controls testing.

n. Performance Verification testing.

o. Other systems testing, if required.

p. Contractor's pre-final inspection.

q. Correction of punchlist from Contractor's pre-final inspection.

r. Government's pre-final inspection.

s. Correction of punch list from Government's pre-final inspection.

t. Final inspection.

3.3.2.4 Government Activities

Show Government and other agency activities that could impact progress. These activities include, but are not limited to: approvals, design reviews, environmental permit approvals by State regulators, inspections, utility tie-in, Government Furnished Equipment (GFE) and Notice to Proceed (NTP) for phasing requirements.

3.3.2.5 Activity Responsibility Coding (RESP)

The schedule shall show the construction work divided int definable features of work. Each major project task or featre of work shown in the schedule shall be assigned a resource value in dollars. These resource values shall be transferred to a schedule of values for invoicing pruposes. The Contractor shall indicate the percentage completed of the toal cost for each phase, majore task or feature of work at the end of each month and at the end of each phase. The project schedule shall have veritcal lines to identify specific time frames, (ie.e., weekly, bi-weekly, monthly), but no one space shall cover greater than one month's time period. The chart shall also identify the date that Notice to Proceed is acknowledged, the contract dcompletion date, ans the tdate of all equipment shutdowns and doates of re-activation. All changes to the schedule shall be indicated on the chart, and shall be accompanied by a written narrative to fully explain each change.

3.3.2.6 Activity Work Area Coding

The construction schedule shall be approved by the government on-siteQuality Assurance Representative (QAR) prior to the start of the constructin work. The work schedule shall be updated and reviewed with the QAR on a monthly basis thereafter. All invoice submittals shall include a current updated work schedule chart. No invoice shall be processed prior to submission and review of the updated schedule.

3.4 PROJECT SCHEDULE SUBMISSIONS

Provide the submissions as described below.

SECTION 01 32 01.00 10 Page 5


3.4.1 Preliminary Project Schedule Submission

Submit the Preliminary Project Schedule, defining the Contractor's planned operations for the first 90 calendar days for approval within 15 calendar days after the NTP is acknowledged. The approved Preliminary Project Schedule will be used for payment purposes not to exceed 90 calendar days after NTP. Cost load the Preliminary Project Schedule to balance the contract award CLINS shown on the Price Schedule. Detail it for the first 90 calendar days. It may be summary in nature for the remaining performance period. The Preliminary Project Schedule forms the basis for the Initial Project Schedule specified herein and must include all of the required Plan and Program preparations, submissions and approvals identified in the contract (for example, Quality Control Plan, Safety Plan, and Environmental Protection Plan) as well as design activities, the planned submissions of all design packages, permitting activities, design review conference activities and other non-construction activities intended to occur within the first 90 calendar days. Schedule any construction activities planned for the first 90 calendar days after NTP.

3.4.2 Initial Project Schedule Submission

Submit the Initial Project Schedule for approval within 60 calendar days after NTP. The schedule shall demonstrate a reasonable and realistic sequence of activities which represent all work through the entire contract performance period. The Initial Schedule shall be at a reasonable level of detail as determined by the Contracting Officer. Include in the design-build schedule detailed design and permitting activities, including but not limited to identification of individual design packages, design submission, reviews and conferences; permit submissions and any required Government actions; and long lead item acquisition prior to design completion. Also cover in the preliminary design-build schedule the entire construction effort with as much detail as is known at the time but, as a minimum, include all construction start and completion milestones, and detailed construction activities through the dry-in milestone,including activity coding and cost loading. Include the remaining construction, including cost loading, but it may be scheduled summary in nature. As the design proceeds and design packages are developed, fully detail the remaining construction activities concurrent with the monthly schedule updating process. Constrain construction activities by Government acceptance of associated designs. When the design is complete, incorporate into the then approved schedule update all remaining detailed construction activities that are planned to occur after the dry-in milestone.

3.4.3 Design Package Schedule Submission

With each design package submitted to the Government, submit a schedule extracted from the then current Preliminary, Initial or Updated schedule which covers the activities associated with that Design Package including construction, procurement and permitting activities.

3.4.4 Periodic Schedule Updates

See paragraph 3.1.2.

3.5 REQUESTS FOR TIME EXTENSIONS

In the event the Contractor believes they are entitled to an extension of the contract performance period, completion date, or any interim milestone date, furnish the following for a determination by the Contracting

SECTION 01 32 01.00 10 Page 6


Officer: justification, project schedule data, and supporting evidence as the Contracting Officer may deem necessary. Submission of proof of excusable delay, based on revised activity logic, duration, and costs (updated to the specific date that the delay occurred) is a condition precedent to any approvals by the Government. In response to each Request For Proposal issued by the Government, the Contractor shall submit a schedule impact analysis demonstrating whether or not the change contemplated by the Government impacts the critical path.

3.5.1 Justification of Delay

The project schedule shall clearly display that the Contractor has used, in full, all the float time available for the work involved with this request. The Contracting Officer's determination as to the number of allowable days of contract extension shall be based upon the project schedule updates in effect for the time period in question, and other factual information. Actual delays that are found to be caused by the Contractor's own actions, which result in a calculated schedule delay, will not be a cause for an extension to the performance period, completion date, or any interim milestone date.

3.5.2 Submission Requirements

Submit a justification for each request for a change in the contract completion date of less than 2 weeks based upon the most recent schedule update at the time of the NTP or constructive direction issued for the change. Such a request shall be in accordance with the requirements of other appropriate Contract Clauses and shall include, as a minimum:

a. A list of affected activities, with their associated project schedule activity number.

b. A brief explanation of the causes of the change.

c. An analysis of the overall impact of the changes proposed.

d. A sub-network of the affected area.

Identify activities impacted in each justification for change by a unique activity code contained in the required data file.

3.5.3 Additional Submission Requirements

The Contracting Officer may request an interim update with revised activities for any requested time extension of over 2 weeks. Provide this disk within 4 days of the Contracting Officer's request.

3.6 DIRECTED CHANGES

If the NTP is issued for changes prior to settlement of price and/or time, submit proposed schedule revisions to the Contracting Officer within 2 weeks of the NTP being issued. The Contracting Officer will approve proposed revisions to the schedule prior to inclusion of those changes within the project schedule. If the Contractor fails to submit the proposed revisions, the Contracting Officer may furnish the Contractor with suggested revisions to the project schedule. The Contractor shall include these revisions in the project schedule until revisions are submitted, and final changes and impacts have been negotiated. If the Contractor has any objections to the revisions furnished by the Contracting Officer, advise

SECTION 01 32 01.00 10 Page 7


the Contracting Officer within 2 weeks of receipt of the revisions. Regardless of the objections, the Contractor shall continue to update the schedule with the Contracting Officer's revisions until a mutual agreement in the revisions is reached. If the Contractor fails to submit alternative revisions within 2 weeks of receipt of the Contracting Officer's proposed revisions, the Contractor will be deemed to have concurred with the Contracting Officer's proposed revisions. The proposed revisions will then be the basis for an equitable adjustment for performance of the work.

3.7 OWNERSHIP OF FLOAT

Float available in the schedule, at any time, shall not be considered for the exclusive use of either the Government or the Contractor.

3.8 TRANSFER OF SCHEDULE DATA INTO RMS/QCS

In task orders where QCS is being utilized, the Contractor shall download and upload the schedule data into the QCS prior to QCS databases being transferred to the Government and is considered to be additional supporting data in a form and detail required by the Contracting Officer pursuant to FAR 52.232-1 - Payments, FAR 52.232-5 - Payments under Fixed-Price Construction Contracts, or FAR 52.232-7 - Payments Under Time-and-Materials and Labor-Hour Contracts. The receipt of a proper payment request pursuant to FAR 52.232-27 - Prompt Payment for Construction Contracts is contingent upon the Government receiving both acceptable and approvable hard copies and electronic export from QCS of the application for progress payment.


SECTION 01 32 01.00 10 Page 8




SECTION 01 33 00.05 20

CONSTRUCTION SUBMITTAL PROCEDURES

07/06

PART 1 GENERAL

1.1 RELATED REQUIREMENTS 1.2 SUBMITTAL DESCRIPTIONS (SD) 1.3 SUBMITTALS 1.4 CONSTRUCTION QUALITY CONTROL 1.4.1 Contractor Reviewing, Certifying, Approving Authority 1.4.2 Submittals Reserved for Government Surveillance 1.4.3 Constraints 1.4.4 Variations 1.4.5 Contractor's Responsibilities 1.4.6 QC Organization Responsibilities 1.4.7 Government's Responsibilities 1.4.7.1 Government Actions 1.5 FORMAT OF SUBMITTALS 1.6 QUANTITY OF SUBMITTALS


SECTION 01 33 00.05 20 Page 1


SECTION 01 33 00.05 20

CONSTRUCTION SUBMITTAL PROCEDURES07/06

PART 1 GENERAL

1.1 RELATED REQUIREMENTS

This section covers construction submittals that are not included in the design submittals. Submit design submittals in accordance with 01 33 10.05 20 DESIGN SUBMITTAL PROCEDURES. When using Unified Facility Guide Specifications (UFGS) sections that reference Section 01 33 00 SUBMITTAL PROCEDURES, change reference to this section, Section 01 33 00.05 20 CONSTRUCTION SUBMITTAL PROCEDURES.

1.2 SUBMITTAL DESCRIPTIONS (SD)

Submittals are identified by SD numbers. Descriptions of items included in submittal packages and titles follow:


Certificates of insurance.Surety bonds.List of proposed subcontractors.List of proposed products.Construction Progress Schedule.Submittal register.Schedule of values.Health and safety plan.Work plan.Quality control plan.Environmental protection plan.

SD-02 Shop Drawings

Drawings, diagrams and schedules specifically prepared to illustrate some portion of the work.

Diagrams and instructions from a manufacturer or fabricator for use in producing the product and as aids to the Contractor for integrating the product or system into the project.

Drawings prepared by or for the Contractor to show how multiple systems and interdisciplinary work will be coordinated.

SD-03 Product Data

Catalog cuts, illustrations, schedules, diagrams, performance charts, instructions and brochures illustrating size, physical appearance and other characteristics of materials or equipment for some portion of the work.

Samples of warranty language when the contract requires extended product warranties.

SECTION 01 33 00.05 20 Page 2


SD-04 Samples

Physical examples of materials, equipment or workmanship that illustrate functional and aesthetic characteristics of a material or product and establish standards by which the work can be judged.

Color samples from the manufacturer's standard line (or custom color samples if specified) to be used in selecting or approving colors for the project.

Field samples and mock-ups constructed on the project site establish standards by which the ensuring work can be judged. Includes assemblies or portions of assemblies which are to be incorporated into the project and those which will be removed at conclusion of the work.

SD-05 Design Data

Calculations, mix designs, analyses or other data pertaining to a part of work.

SD-06 Test Reports

Report signed by authorized official of testing laboratory that a material, product or system identical to the material, product or system to be provided has been tested in accord with specified requirements. (Testing must have been within three years of date of contract award for the project.)

Report which includes findings of a test required to be performed by the Contractor on an actual portion of the work or prototype prepared for the project before shipment to job site.

Report which includes finding of a test made at the job site or on sample taken from the job site, on portion of work during or after installation.

Investigation reports.

Daily checklists.

Final acceptance test and operational test procedure.

SD-07 Certificates

Statements signed by responsible officials of manufacturer of product, system or material attesting that product, system or material meets specification requirements. Must be dated after award of project contract and clearly name the project.

Document required of Contractor, or of a supplier, installer or subcontractor through Contractor, the purpose of which is to further quality of orderly progression of a portion of the work by documenting procedures, acceptability of methods or personnel qualifications.

Confined space entry permits.

SD-08 Manufacturer's Instructions

Preprinted material describing installation of a product, system or

SECTION 01 33 00.05 20 Page 3


material, including special notices and Material Safety Data sheets concerning impedances, hazards and safety precautions.

SD-09 Manufacturer's Field Reports

Documentation of the testing and verification actions taken by manufacturer's representative to confirm compliance with manufacturer's standards or instructions.

Factory test reports.

SD-10 Operation and Maintenance Data

Data that is furnished by the manufacturer, or the system provider, to the equipment operating and maintenance personnel. This data is needed by operating and maintenance personnel for the safe and efficient operation, maintenance and repair of the item.

SD-11 Closeout Submittals

Documentation to record compliance with technical or administrative requirements or to establish an administrative mechanism.

OMSI manuals submitted at various stages and progression of construction.

1.3 SUBMITTALS

The use of a "G" following a submittal indicates that an approval action is required, either by the Government or by the Contractor's Designer of Record (DOR) or QC Specialist.

Submit the following in accordance with the requirements of this section.


Submittal Register; G

1.4 CONSTRUCTION QUALITY CONTROL

1.4.1 Contractor Reviewing, Certifying, Approving Authority

The QC organization is responsible for reviewing and certifying that submittals are in compliance with the contract requirements. The Contractor's DOR or QC Specialist is the approving authority for submittals.

Construction submittals that are approved by the DOR or certified by the QC are not required to be submitted to the Government for surveillance, except where specified in paragraph SUBMITTALS RESERVED FOR GOVERNMENT SURVEILLANCE.

1.4.2 Submittals Reserved for Government Surveillance

Surveillance submittals are approved by the Contractor in accordance with paragraph CONTRACTOR REVIEWING, CERTIFYING, AND APPROVING AUTHORITY, but provide the Government the opportunity to oversee critical project issues.

If during the Government surveillance of construction submittals, items are brought to the Contractor's attention as non-compliant, the Contractor

SECTION 01 33 00.05 20 Page 4


shall correct the submittal and construction to comply with the requirements of the RFP. Stamp surveillance submittals "APPROVED" by the DOR or QC Specialist and "FOR SURVEILLANCE ONLY." Submit the following construction submittals, prior to starting work for that item, for Government surveillance.

a. Submit fire protection related submittals pertaining to spray-applied fire proofing and fire stopping, exterior fire alarm reporting systems, interior fire alarm & detection systems, and fire suppression systems including fire pumps and standpipe systems.

b. Submit geotechnical related submittals pertaining to the soils investigations (reports and soils analysis), foundations (shallow and deep), pavements structure design, test pile and production pile testing and installation.

c. Submit conveying related submittals pertaining to elevators, escalators, weight handling equipment, lifts, and conveyors.

d. Submit roofing submittals pertaining to materials and systems used to make up the roof system.

e. Submit HVAC Testing, Adjusting, and Balancing required submittals.

f. Submit telecommunications shop drawings.

g. Performance Verification and Acceptance Testing submittals

1.4.3 Constraints

a. Submittals shall be complete for each definable feature of work; submit components of definable feature interrelated as a system at the same time.

b. Approval of a separate material, product, or component does not imply approval of assembly in which item functions.

1.4.4 Variations

Variations from contract requirements require Government approval and will be considered where advantageous to the Government.

1.4.5 Contractor's Responsibilities

Ensure no work has begun until submittals for that work have been "approved" or "approved as noted," by the appropriate approving official (Designer of Record or government) and accepted by the government.

1.4.6 QC Organization Responsibilities

Stamp each sheet of each submittal with QC certifying statement or approving statement, except that data submitted in bound volume or on one sheet printed on two sides may be stamped on the front of the first sheet only.

Stamps used by the Contractor on the submittal data to certify that the submittal meets contract requirements shall be similar to the following:

SECTION 01 33 00.05 20 Page 5


________________________________________________________________________ | CONTRACTOR | | | | (Firm Name) | | | | | | | | _____ Approved | | | | | | _____ Approved with corrections as noted on submittal data and/or | | attached sheets(s). | | | | | | | | SIGNATURE: __________________________________________________________ | | | | TITLE: ______________________________________________________________ | | | | DATE: _______________________________________________________________ | | | |________________________________________________________________________|

For design-build construction, both the Contractor Quality Control System Manager and the Designer of Record shall stamp and sign to certify that the submittal meets contract requirements.

1.4.7 Government's Responsibilities

When approving authority is the Contracting Officer, the Government will:

a. Note date on which submittal was received from QC Manager, on each submittal.

b. Review submittals for compliance with contract documents.

1.4.7.1 Government Actions

Construction Submittals will be returned with one of the following notations:

a. Submittals marked "approved", "approved as submitted", "accepted", or "accepted as submitted" authorize Contractor to proceed with work covered.

b. A submittal marked "not reviewed" will be returned with an explanation of the reason it was not reviewed.

c. Submittals marked "accepted as noted", "accepted except as note; resubmission not required", "approved as noted" or "approval except as noted; resubmission not required" authorize Contractor to proceed with work as noted provided Contractor takes no exception to the notations.

d. Submittals marked "revise and resubmit", "receipt acknowledged, does not comply with contract requirements" or "disapproved" indicate submittal is incomplete or does not comply with design concept or requirements of the contract documents and shall be

SECTION 01 33 00.05 20 Page 6


resubmitted with appropriate changes. No work shall proceed for this item until resubmittal is approved.

e. Submittals required for surveillance will be returned only if corrective actions are required.

1.5 FORMAT OF SUBMITTALS

Transmit all submittals with transmittal form ENG FORM 4025.

1.6 QUANTITY OF SUBMITTALS

Quantity of Submittals will be indicated in the task order scope of work.


SECTION 01 33 00.05 20 Page 7

SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 1 OF 3 PAGES


01 11 00 SD-01 Preconstruction Submittals3.1.1.2 GSite Investigation Report3.1.1.2 GDisruption Plan

01 30 00 SD-01 Preconstruction Submittals1.3Progress and completion pictures1.9Medical Facility Pre-Construction

ConferenceSD-07 Certificates

1.4.1TelephoneConversation/CorrespondenceRecord

1.4.2Certification of Computer Media1.4.3Weekly Risk Report

SD-04 Samples1.2 GColor boards

01 33 00.05 20 SD-01 Preconstruction SubmittalsGSubmittal Register

01 33 10.05 20 SD-01 Preconstruction Submittals1.6.4Submittal Register

SD-05 Design Data1.9.3 GDD Form 13542.2 GWork Plan/Design Submittals1.7.4 GHistoric Preservation and

Planning Commission SubmissionSD-11 Closeout Submittals

1.9Record Documents

SUBMITTAL REGISTERCONTRACT NO.

TITLE AND LOCATION CONTRACTOR

CONTRACTOR:SCHEDULE DATES

CONTRACTORACTION

APPROVING AUTHORITY

ACTIVITY NO

TRANSMITTAL NO

SPEC SECT

DESCRIPTION

ITEM SUBMITTED

PARAGRAPH

#

CLASSIFICATION

GOVT OR A/E REVWR SUBMIT

APPROVALNEEDED

BY

MATERIALNEEDED

BY

ACTION CODE

DATEOF

ACTION

DATE FWDTO APPR

AUTH/

DATE RCDFROM

CONTR

DATE FWDTO OTHERREVIEWER

DATE RCDFROM OTHREVIEWER

ACTION CODE

DATEOF

ACTION

MAILEDTO

CONTR/

DATE RCDFRM APPR

AUTH REMARKS

(a) (b) (c) (d) (e) (f) (g) (h) (i) (j) (k) (l) (m) (n) (o) (p) (q) (r)



01 33 29 SD-01 Preconstruction Submittals1.4 GLEED Implementation Plan

SD-11 Closeout Submittals1.5LEED Documentation Notebook

01 35 29 SD-01 Preconstruction Submittals1.6 GAccident Prevention Plan (APP)1.6.1 GAbbreviated Accident Prevention

Plan1.6.2 GSite-Specific Accident Prevention

Plan1.7 GActivity Hazard Analysis (AHA)1.5.1.2 GCrane Operators

SD-06 Test Reports1.11Reports1.11.1Accident Reports1.11.3Monthly Exposure Reports1.11.4Crane Reports

SD-07 Certificates1.8Confined Space Entry Permit1.8Hot work permit1.11.5Certificate of Compliance

01 45 04.00 10 SD-01 Preconstruction Submittals3.2 GCorporate Quality Control Plan3.2 GProject Specific Quality Control

Plan01 50 00 SD-01 Preconstruction Submittals




CONTRACTORACTION

APPROVING AUTHORITY

ACTIVITY NO

TRANSMITTAL NO

SPEC SECT

DESCRIPTION

ITEM SUBMITTED

PARAGRAPH

#

CLASSIFICATION


APPROVALNEEDED

BY

MATERIALNEEDED

BY

ACTION CODE

DATEOF

ACTION

DATE FWDTO APPR

AUTH/

DATE RCDFROM

CONTR



ACTION CODE

DATEOF

ACTION

MAILEDTO

CONTR/

DATE RCDFRM APPR

AUTH REMARKS




01 50 00 3.2 G ROUtility OutagesSD-07 Certificates

1.4Backflow Preventers01 57 20.00 10 SD-01 Preconstruction Submittals

1.7 GEnvironmental Protection Plan01 74 19 SD-11 Closeout Submittals

1.6Records01 78 02.00 10 SD-02 Shop Drawings

1.3.1As-Built DrawingsSD-03 Product Data

1.3.2As-Built Record of Equipmentand Materials

1.4.1Warranty Management Plan1.4.5Warranty Tags1.5.1 GTesting Plan1.8Final Cleaning

SD-11 Closeout Submittals1.7 GTraining Program1.3.6Project Feedback Report




CONTRACTORACTION

APPROVING AUTHORITY

ACTIVITY NO

TRANSMITTAL NO

SPEC SECT

DESCRIPTION

ITEM SUBMITTED

PARAGRAPH

#

CLASSIFICATION


APPROVALNEEDED

BY

MATERIALNEEDED

BY

ACTION CODE

DATEOF

ACTION

DATE FWDTO APPR

AUTH/

DATE RCDFROM

CONTR



ACTION CODE

DATEOF

ACTION

MAILEDTO

CONTR/

DATE RCDFRM APPR

AUTH REMARKS





SECTION 01 33 10.05 20

DESIGN SUBMITTAL PROCEDURES

07/06

PART 1 GENERAL

1.1 SUMMARY 1.2 REFERENCES 1.3 SUBMITTALS 1.4 DESIGN QUALITY CONTROL 1.4.1 Contractor Reviewing and Certifying Authority 1.4.2 Government Approving/Accepting Authority 1.4.3 Designer of Record Certifying Authority 1.4.4 Constructor's Role During Design 1.4.5 Contractor Construction Actions 1.4.5.1 Exception to Contractor Construction Actions 1.4.6 Contractor's Responsibilities 1.4.7 QC Organization Responsibilities 1.4.8 Government Responsibilities 1.4.8.1 Actions Possible 1.5 DESIGN DRAWINGS 1.5.1 Drawing Format for Contractor Prepared Drawings and Sketches 1.5.2 Shop Drawings Used as Design Drawings 1.5.3 Drawing Format For Shop Drawings Used as Design Drawings 1.5.4 Identification of Shop Drawings Used as Design Drawings 1.5.5 Seal on Documents 1.6 SPECIFICATIONS 1.6.1 Specifications Format 1.6.2 Fire Protection Specifications 1.6.3 Identification of Manufacturer's Product Data Used as

Specifications. 1.6.4 Submittal Register 1.6.5 Specification Software 1.7 DESIGN ANALYSIS 1.7.1 Basis of Design Format 1.7.2 Design Calculations 1.7.3 Sustainable Design 1.7.3.1 Sustainable Designer 1.7.3.2 Energy Conservation 1.7.3.3 EPA Designated Products 1.7.4 Historic Preservation and Planning Commission Submission 1.7.5 Installation Alternatives 1.8 COST PROPOSALS 1.8.1 Site Investigation (Survey or Visit)/Report 1.8.2 Feasibility Study/Report 1.8.3 Work Plan 1.8.4 Repair/Renewal Effort (Implementation of Work Plan) 1.8.5 Budgetary Cost Estimates 1.9 RECORD DOCUMENTS 1.9.1 Record Drawings

SECTION 01 33 10.05 20 Page 1


1.9.2 Source Documents 1.9.3 DD Form 1354

PART 2 PRODUCTS

2.1 CONFORMED CONTRACT DOCUMENTS 2.2 WORK PLAN/DESIGN SUBMITTALS 2.2.1 Work Plan Content and Configuration Requirements 2.2.1.1 Work Plan Preparation 2.2.1.2 Submittal Configuration 2.2.1.3 Type 1 Work Plan 2.2.1.4 Type 2 Work Plan 2.2.1.5 Type 3 Work Plan 2.2.2 Required Design Submittals 2.2.3 Critical Path Design Submittals 2.2.4 Review Copies of Design Submittal Packages 2.3 IDENTIFICATION OF DESIGN SUBMITTALS 2.3.1 Critical Path Submittal Title Sheet

PART 3 EXECUTION

3.1 CONTRACTOR'S RESOLUTION OF COMMENTS 3.2 VARIATIONS 3.3 THE CONTRACT AND ORDER OF PRECEDENCE 3.3.1 Contract Components 3.3.2 Order of Precedence 3.3.3 Government Acceptance 3.4 ATTACHMENT A


SECTION 01 33 10.05 20 Page 2


SECTION 01 33 10.05 20

DESIGN SUBMITTAL PROCEDURES07/06

PART 1 GENERAL

1.1 SUMMARY

This section includes requirements for Contractor-originated design documents and design submittals.

1.2 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only. The latest version of the publication at time of award shall be used.

NATIONAL INSTITUTE OF STANDARDS AND TECHNOLOGY (NIST)

NIST Handbook 135 (1995) Life-Cycle Costing Manual for the Federal Energy Management Program


ER 25-345-1 (1991) Systems Operation and Maintenance Documentation

U.S. DEPARTMENT OF DEFENSE (DOD) UNIFIED FACILITIES CRITERIA (UFC)

UFC 1-300-08 Criteria for Transfer and Acceptance of Military Real Property Handbook


LEED Reference Guide (2005) LEED-NC Reference Guide for New Construction

1.3 SUBMITTALS

Submit design submittals, including shop drawings used as design drawings, to the Government for acceptance. The use of a "G" following a submittal indicates that a Government acceptance/approval action is required. Submit the following in accordance with Section 01 33 10.05 20 DESIGN SUBMITTAL PROCEDURES and Section 01 33 00.05 20 CONSTRUCTION SUBMITTAL PROCEDURES.


Submittal Register

SD-05 Design Data

DD Form 1354; G

Work Plan/Design Submittals; G

SECTION 01 33 10.05 20 Page 3


Historic Preservation and Planning Commission Submission; G


Record Documents

1.4 DESIGN QUALITY CONTROL

1.4.1 Contractor Reviewing and Certifying Authority

The QC organization is responsible for reviewing and certifying that design submittals are in compliance with the contract requirements.

1.4.2 Government Approving/Accepting Authority

For each task order, the Contracting Officer is the approving/accepting authority for design submittals. The Contracting Officer's approval/acceptance of submittals shall not be construed as a complete check, but will indicate only that design, general method of construction, materials, detailing and other information appear to meet the task order RFP and Accepted Proposal. Approval/acceptance will not relieve the Contractor of the responsibility for any error which may exist, as the Contractor under the Contractor Quality Control (CQC) requirements of this contract is responsible for design, dimensions, all design extensions, such as the design of adequate connections and details, etc., and the satisfactory construction of all work. After submittals have been approved/accepted by the Contracting Officer, no resubmittal for the purpose of substituting materials or equipment will be considered unless accompanied by an explanation of why a substitution is necessary.

1.4.3 Designer of Record Certifying Authority

Identify a Designer of Record (DOR) for each area of design. All design disciplines shall be accounted for by listed, registered Designer(s) of Record. Each DOR shall be responsible for ensuring integrity of their design and design integration in all construction submittals and extensions to design developed by others, such as the constructor, subcontractors or suppliers. The DOR shall review and approve all construction submittals and extensions to design, in accordance with the procedures, described in Section 01 33 10.05 20 DESIGN SUBMITTAL PROCEDURES and Section 01 33 00.05 20 CONSTRUCTION SUBMITTAL PROCEDURES. Each DOR shall be responsible for the responses to "Requests for Information" (RFI), applicable to their area of design responsibility. For the Final Design and/or prior to construction commencement each DOR shall stamp, sign, and date all design drawings under their responsible discipline (see Contract clause - "REQUIREMENTS FOR REGISTRATION OF DESIGNERS") and all submittals under their responsible discipline, in accordance with the submittal review procedures. The DOR shall sign-off on all applicable RFI responses.

1.4.4 Constructor's Role During Design

The Contractor's construction management key personnel shall be actively involved during the design process to effectively integrate the design and construction requirements of this contract. In addition to the typical required construction activities, the constructor's involvement includes, but is not limited to actions such as: integrating the design schedule into the Master Schedule to maximize the effectiveness of fast-tracking design and construction (within the limits allowed in the contract), ensuring constructability and economy of the design, integrating the shop

SECTION 01 33 10.05 20 Page 4


drawing and installation drawing process into the design, executing the material and equipment acquisition programs to meet critical schedules, effectively interfacing the construction QC program with the design QC program, and maintaining and providing the design team with accurate, up-to-date redline and as-built documentation. The Contractor shall require and manage the active involvement of key trade subcontractors in the above activities, as appropriate, if subcontracts have been awarded.

1.4.5 Contractor Construction Actions

Upon submission of sealed and signed design documents certified by the DOR, the Design Quality Control (DQC) and the Quality Control (QC) Managers, the Contractor may proceed with material and equipment purchases, fabrication and construction of any elements covered by that submittal, except as specified in the following paragraph.

1.4.5.1 Exception to Contractor Construction Actions

1.4.6 Contractor's Responsibilities

a. Indicate on the transmittal form accompanying submittal which design submittals are being submitted as shop drawings.

b. Advise Contracting Officer of variations, as required by paragraph "Variations."

c. Provide an updated, cumulative submittal register with each design package that identifies the design and construction submittals required by that design package and previous submittals.

1.4.7 QC Organization Responsibilities

a. Both the DQC and the QC Manager must certify design submittals for compliance with the contract documents. The DOR stamp on drawings indicates approval from the DOR.

b. QC organization shall certify submittals forwarded by the Designer of Record (DOR) to the Contracting Officer with the following certifying statement:

"I hereby certify that the (equipment) (material) (article) shown and marked in this submittal is that proposed to be incorporated with Contract Number and Task Order # (insert contract number and task order # here), is in compliance with the contract documents, and is submitted for Government approval.

Certified by Design Quality Control Manager _____________________, Date _______

Certified by QC Manager__________________________________________, Date ______"

c. Sign certifying statement. The persons signing certifying statements shall be the QC organization members designated in the approved QC plan. The signatures shall be in original ink.

SECTION 01 33 10.05 20 Page 5


Stamped signatures are not acceptable.

d. Update submittal register as submittal actions occur and maintain the submittal register at project site until final acceptance of all work by Contracting Officer.

e. Retain a copy of submittals at project site.

1.4.8 Government Responsibilities

The Government will

a. Note date on which submittal was received from QC manager, on each submittal.

b. Perform a quality assurance (QA) review of submittals. Government will notify Contractor when comments for that design package are posted in the DrChecks Design Review and Checking System and ready for Contractor evaluation and resolution utilizing the same system.

c. Upon submittal of final design package and resolution of comments by the Contractor, the Government will sign final design package, when accepted, and return electronic copy of signed design documents to the Contractor.

1.4.8.1 Actions Possible

Design submittals will be returned with one of the following notations:

a. Submittals may be marked "G" "accepted" or "approved."

b. Submittals marked "G" "not reviewed" will indicate submittal has been previously reviewed and approved, is not required, does not have evidence of being reviewed and certified by Contractor, or is not complete. Submittal will be returned with an explanation of the reason it is not reviewed. Resubmit submittals returned for lack of review by Contractor or for being incomplete, with appropriate action, coordination, or change.

c. Submittals marked "FX" "revise and resubmit" or "E" "disapproved" indicate submittal is incomplete or does not comply with design concept or requirements of the contract documents and shall be resubmitted with appropriate changes. If work has been started on the unacceptable portion of the design submittal, the Contractor shall propose corrective action. No further work shall proceed until the issue is resolved in a manner satisfactory to the Government.

1.5 DESIGN DRAWINGS

Engineering drawings shall include, but not be limited to, Mechanical, Electrical, Civil, Architectural, etc. with material and equipment schedules plus detailed shop/installation drawings.

1.5.1 Drawing Format for Contractor Prepared Drawings and Sketches

Drawings/sketches shall be included in both AutoCAD format and Adobe's PDF format unless otherwise specified in the task order. PDF files of the Drawings/sketches shall be the full (100%) drawing scale.

SECTION 01 33 10.05 20 Page 6


1.5.2 Shop Drawings Used as Design Drawings

Design drawings may be prepared more like shop drawings to minimize construction submittals after final designs are approved/accepted. Therefore, the Contractor is encouraged to prepare and submit with the design drawings, appropriate connection, fabrication, layout, and product specific drawings.

1.5.3 Drawing Format For Shop Drawings Used as Design Drawings

The Contractor-originated drawings will be used as the basis for the record drawings. Shop drawings included as design documents shall comply with the same drawing requirements such as drawing form, sheet size, layering, lettering, and title block used in design drawings.

1.5.4 Identification of Shop Drawings Used as Design Drawings

The Contractor's transmittal letter shall indicate which shop drawings are being submitted as design drawings.

1.5.5 Seal on Documents

All final Contractor-originated design drawings shall be signed, dated, and bear the seal of the registered architect or the registered engineer of the respective discipline. This seal shall be the seal of the Designer of Record for that drawing, and who is professionally registered for work in that discipline. Application of the seal and signature accepts responsibility for the work shown thereon.

1.6 SPECIFICATIONS

Provide a Contractor-originated design specification that, in conjunction with the drawings, demonstrates compliance with materials, equipment, execution, and field quality control requirements of the RFP. The specified products, equipment, fixtures, devices, and systems submitted by the Contractor and approved/accepted by the Contracting Officer shall be used to construct the project.

1.6.1 Specifications Format

While the use of Unified Facility Guide Specifications (UFGS) is preferred, specifications may be any one of the major, commercially common master guide specification sources such as MASTERSPEC from the American Institute of Architects or SPECTEXT from the Construction Specification Institute. However, unless prohibited by the task order, the Contractor may prepare design specifications that include manufacturer specific data and catalog cuts in lieu of prescriptive specifications. All work shall meet all Industry Standards, which would be applicable to the private sector. Organize the specifications using Construction Specification Institute

(CSI) MasterformatTM. A prescriptive specification is required for all items for which the Contractor has not made final materials and equipment choices. All documentation as required by the Specification shall also be listed in the Submittal Register. Provide specifications to include the following:

a. Cover sheet and table of contents.

b. Specification sections.

SECTION 01 33 10.05 20 Page 7


c. Manufacturer's Product Data.

d. Code and Standards. The Codes and Standards section is mandatory and will list only the codes, standards, and industry standards, which are applicable to the Task Order. Each listed code or standard shall include a brief description stating the specific applicability to the Task Order.

1.6.2 Fire Protection Specifications

Specifications pertaining to spray-applied fire proofing and fire stopping, exterior fire alarm reporting systems, interior fire alarm and detection systems, and fire suppression systems, including fire pumps and standpipe systems shall be either prepared by, or reviewed and approved by the Fire Protection Designer of Record.

1.6.3 Identification of Manufacturer's Product Data Used as Specifications.

Provide complete and legible catalog cut sheets, product data, installation instructions, operation and maintenance instructions, warranty, and certifications for products and equipment for which final material and equipment choices have been made. Indicate, by prominent notation, each product that is being submitted including optional manufacturer's features, and indicate where the product data shows compliance with the task order. The Contractor shall use the manufacturer's data to tie together the shop drawings, catalog cuts, and installation requirements into a comprehensive package that defines the MRR action.

1.6.4 Submittal Register

Provide cumulative register in format prescribed by the Government and that identifies the design and construction submittals required by that design package and previous submittals. The Designer of Record shall develop the submittal register and determine which items they need to review. To obtain Government approval/acceptance of the final design package, complete all fields in the submittal register.

1.6.5 Specification Software

Submit the final specification source files in either MS Word or SpecsIntact.

1.7 DESIGN ANALYSIS

Prepare, organize, and present design analysis. The design analysis shall be a presentation of facts at the Concept Design Workshop to demonstrate the concept of the project is fully understood and the design is based on sound engineering principles. Provide design analyses for each discipline and include the following:

a. Basis of design that includes:

(1) An introductory description of the project concepts that addresses the salient points of the design;

(2) An orderly and comprehensive documentation of criteria and rationale for system selection; and

SECTION 01 33 10.05 20 Page 8


(3) The identification of any necessary licenses and permits that are anticipated to be required as a part of the design and/or construction process. The "Permits Record of Decision" (PROD) form provided shall be used for recording permits.

b. Code and criteria search shall identify all applicable codes and criteria and highlight specific requirements within these codes and criteria for critical issues in the facility design.

c. Calculations as specified and as needed to support this design. Calculations shall include, but not be limited to sizing of major equipment, system components, and other calculations for design validation. The calculations shall include all assumptions, supportive data, narrative and method of calculation, and conclusions. The narrative and method of calculation shall contain all calculations, load or sizing, software input and output sheets, system alternative considerations, equipment supplier selection data, and other material utilized in arriving at the MRR action recommended. Calculations are mandatory for all life safety systems and components. Examples of designs involving life safety include, but are not limited to: Structural and load bearing calculations, sizing and layout of fire protection systems and equipment, designs relating to explosive environments, etc.

d. Section titled "Sustainable Design" that addresses sustainable concepts and LEED Rating Analysis Report prepared by a LEED Accredited Professional recognized by the U.S. Green Building Council.

e. Section titled "Antiterrorism/Force Protection" that documents the antiterrorism/Force Protection features.

f. Section titled "Seismic."

1.7.1 Basis of Design Format

The basis of design for each design discipline shall be bound and include a cover page indicating the project title and locations, contract number, table of contents, and tabbed separations for quick reference.

1.7.2 Design Calculations

Place the signature and seal of the designer responsible for the work on the cover page of the calculations for the respective design discipline.

1.7.3 Sustainable Design

Provide integrated sustainable design strategies and features to minimize the energy consumption of the facilities; conserve resources; minimize adverse effects to the environment; and improve occupant productivity, health, and comfort. The design effort shall seek out integrated design solutions that provide the best value for the facility, and do not increase the overall cost of the project beyond the available budget. Newly constructed facilities or facilities undergoing major renovation and all site features shall be designed and constructed to meet a minimum of "Silver" in the US Green Building Council LEED Reference Guide,unless otherwise specified in the task order scope of work.

Provide documentation as required and coordinate the sustainable features

SECTION 01 33 10.05 20 Page 9


of the design to assure they are properly installed during construction. Information and resources on sustainable design principles and guidelines are explained in the "Whole Building Design Guide" that can be found at www.wbdg.org and in the Air Force Environmentally Responsible Facilities Guide, at www.afcee.brooks.af.mil/green.

1.7.3.1 Sustainable Designer

For new construction or major renovation projects that have been designated in the task order as LEED Applicable, the design team shall include or be able to obtain at least one LEED Accredited Professional as recognized by U.S. Green Building Council. The LEED Accredited Professional shall have an active role in the design of the facility and be responsible for implementation and documentation of sustainable strategies and materials in the project.

1.7.3.2 Energy Conservation

Interim and Final Design submittals which address energy consuming systems, (heating, cooling, service hot water, lighting, power, etc.) must include calculations which demonstrate and document (a) the baseline energy consumption for the facility or facilities under contract, that would meet the requirements of ASHRAE 90.1 - IP and (b) the energy consumption of the facility or facilities under contract utilizing the materials and methods required by this construction contract. The calculation methodology utilized for this documentation and analysis shall follow the guidelines set forth in Appendix G of ASHRAE 90.1 - IP, with the exception that receptacle and process loads can be omitted from the calculation. This calculation shall address all energy consuming systems in a single integrated methodology. Individual calculations for heating, cooling, power, lighting, power, etc. systems will not be acceptable.

1.7.3.3 EPA Designated Products

Use products that meet or exceed the minimum requirements of this RFP and the EPA guideline standards for recovered content to the maximum practicable extent in the performance of the contract. See www.epa.gov/cpg/products.htm for a list of EPA designated products and a list of manufacturers and suppliers of EPA designated products.

1.7.4 Historic Preservation and Planning Commission Submission

If the project has historic significance, prepare the presentation materials required to obtain approval from the Historic Preservation and Planning Commissions having jurisdiction over the site location. The submission of the materials to the agencies will be accomplished by the Government. Consult with the Installation Historic Preservation Officer and prepare a submittal in accordance with the 36 CFR 800.11, DOCUMENT STANDARDS. The Contractor is responsible for preparing the submittal package, presenting the project in public meeting, if called upon by the Government; and to modify the submittal and contract documents to incorporate the comments of the agencies having jurisdiction to obtain project approval.

1.7.5 Installation Alternatives

The Contractor shall comply with FAR clause 52.248-3, Value Engineering - Construction for Repair/Renewal projects which do not require the Contractor to provide associated A-E services and FAR clause 52.248-2, Value Engineering Program - Architect-Engineer for Design-Build projects.

SECTION 01 33 10.05 20 Page 10


1.8 COST PROPOSALS

Follow this paragraph and subparagraph for task orders that are awarded for Time and Materials or other non-firm fixed price task orders. Prior to performing any task as defined by a task order, the Contractor shall submit cost proposals, budget and/or final. The Contractor shall not initiate any work on a project until the Contracting Officer provides Notice To Proceed.

Below is a listing of task items requiring an accompanying cost proposal. This list may be amended by the project task order.

1.8.1 Site Investigation (Survey or Visit)/Report

Define all coordination, preparation, materials, labor, travel, per diem, etc. necessary in preparing a site investigation and report.

1.8.2 Feasibility Study/Report

This cost proposal shall define all coordination, preparation, materials, labor, travel, per diem, etc. necessary in preparing a feasibility study.

1.8.3 Work Plan

Define all coordination, preparation, materials, labor, travel, per diem, etc. necessary in preparing a work plan. Also include all costs necessary to prepare the proposal for the repair/renewal effort, including the bid walk-through, etc.

1.8.4 Repair/Renewal Effort (Implementation of Work Plan)

As a requirement of the work plan and prior to beginning repair/renewal, the effort described in the approved work plan shall be finalized in a detailed cost proposal.

1.8.5 Budgetary Cost Estimates

Submit a budgetary cost estimate, to be estimated parametrically, which includes sufficient detail for programming and preparation of programming documents, i.e., DD Form 1391. The budgetary cost estimates will be submitted as part of the site investigation report, feasibility study and/or work plan as follows:

a. The site investigation report shall contain applicable budgetary cost estimates for the T&M efrepair/renewal efforts.

b. The feasibility study shall contain budgetary cost estimates as required by the task order.

c. The work plan shall contain a budgetary cost estimate for T&M repair/renewal efforts.

1.9 RECORD DOCUMENTS

1.9.1 Record Drawings

The as-built modifications shall be accomplished by electronic drafting methods on the Contractor-originated .DWG design drawings to create a complete set of record drawings. Survey the horizontal and vertical

SECTION 01 33 10.05 20 Page 11


location of all provided underground utilities to within 0.1 feet relative to the station datum. All pipe utilities shall be surveyed at each fitting and every 100 LF of run length. Electrical and communication ductbank, direct buried conduit, and direct buried conductor shall be surveyed every 100 LF and at each change of direction. Record locations and elevations on the Record Drawings.

a. For each record drawing, provide CAD drawing identical to signed Contractor-originated .PDF drawings, that incorporates modifications to the as-built conditions. In addition, copy initials and dates from the Contracting Officer accepted .PDF documents to the title block of the record CAD.DWG drawings. The task order RFP reference or definitive drawings are not required for inclusion in the record set of drawings.

b. After all as-built conditions are recorded on the CAD.DWG files, produce a PDF and .TIF file of each individual record drawing. Electronic signatures are not required on record drawings.

1.9.2 Source Documents

Provide the specifications, design analysis, reports, surveys, calculations, and any other contracted documents on the CD/DVD disk with the record drawings.

1.9.3 DD Form 1354

When required by the project type, the DOR shall prepare a DD Form 1354 TRANSFER AND ACCEPTANCE OF MILITARY REAL PROPERTY, in accordance with UFC 1-300-08, available at http://65.204.17.188/report/doc_ufc.html. Submit form for Government approval a minimum of 45 days prior to final acceptance of work.

PART 2 PRODUCTS

2.1 CONFORMED CONTRACT DOCUMENTS

With each work plan/design submittal, provide a copy of the conformed task order document incorporating all amendments. Identify the changes with the "Red-Lining" or "Change Tracking" feature of SpecsIntact or MS Word to highlight the modifications to the contract.

2.2 WORK PLAN/DESIGN SUBMITTALS

Provide the Contractor-originated design submittals as defined by this contract and the individual task order, and coordinate with the approved design schedule.

2.2.1 Work Plan Content and Configuration Requirements

The following general requirements apply to all work plans.

2.2.1.1 Work Plan Preparation

Prepare and submit a work plan to the Contracting Officer for review and acceptance in the format described below. Where subject headings are not required indicate such with an "N/A" by the heading. Complete the work plan package in such detail and prepare specifications as required to tie together the shop drawings, catalog cuts, and installation requirements

SECTION 01 33 10.05 20 Page 12


into a comprehensive package that defines the repair/renewal action in detail and allows the Government to conduct an engineering review and perform a detailed cost estimate.

2.2.1.2 Submittal Configuration

Submit each work plan submittal in a three ring binder(s) with an electronic version on CD and be assembled in such a way to allow the Government to conduct a thorough engineering review as well as perform a detailed cost estimate. Present the material in each binder in the order defined below. Itemize all submittals on an Engineering Form 4025. Include individual sections for each of the topics defined below. Separate each of the sections with labeled section tabs.

a. Table of Contents

b. Scope of Work. A complete copy of the most current task order scope of work.

c. Site Investigation Report. A copy of the complete site investigation report; Section 01 11 00 SUMMARY OF WORK

d. Work Plan Narrative. Include detailed discussions of the work to be performed including descriptions of the work items to be removed and/or installed, all assumptions, a list of specific codes and standards to which the MRR action will adhere, infection control plan, and all conclusions and recommendations, a list of major equipment, and a description of the major systems. Also, indicate coordination with the installation for disposition of all removed equipment and materials.

e. Asbestos/Lead Based Paint Abatement Plan. Include the findings of the Asbestos/lead based paint survey and if applicable, a plan for abatement of any asbestos and lead based paint. Asbestos and/or Lead-Based Paint Abatement (Removal/Encapsulation) Plan. The report shall contain an abatment plan and schedule for the abatement of any asbestos and/or lead-based paint in the work and surrounding area, both identified by type, percent and location. This plan shall contain recommendations for in-place or removal abatement procedures. The plan shall be monitored throughout the MRR action effort. Abatement shall be carried out in a manner, which minimizes the cost and impact on the MRR action; i.e. encapsulating lead-based paint and/or asbestos containing equipment and areas where possible instead of removing the materials. If the abatement will be handled by others, then a conclusive statement shall be included specifically stating the responsible party who will be performing the abatement. If there is no lead-based paint and/or abestos, then include a statement such as, "No lead based paint or asbestos is involved." No MRR action effort shall begin until the work area is abated of hazardous material, or is certified abestos/lead-based paint free.

f. Specifications. Include completed project specifications as required to fulfill the requirements of the task order. Use the completed project specifications to obtain proposals from the individual subcontractors. The project specifications needed for submission are required to obtain competitive bids as called for in each task order. Technical language of the Unified Facility Guide Specifications (UFGS) may be used and is preferred, but are

SECTION 01 33 10.05 20 Page 13


required only when so stated in the task order. Otherwise manufacturers specifications may be used.

g. Manufacturer's Data. Submit manufacturers catalog cuts and specifications as required to document the materials to be supplied. Also include manufacturers' installation procedures or execution specifications as required to indicate the methods and means of installation of all materials. Use the manufacturers data to tie together the shop drawings, catalog cuts, and installation requirements into a comprehensive package that defines the repair action. All equipment provided under the task order shall be standard products of a manufacturer regularly engaged in the manufacturing of such products, which are of similar material, design, and workmanship. The standard products shall be in satisfactory (to the Government) commercial or industrial use for two (2) years prior to submission for approval/acceptance. These standard products must be offered for sale on the commercial market through advertisements, manufacturers' catalogs, or brochures. Products having less than a 2-year service record will be acceptable if a certified record of satisfactory field operation, for not less than 6000 hours exclusive of the manufacturers' factory tests, can be shown and is accepteded by the Contracting Officer.

h. Sketches. Submit sketches to show the location and relationship of all equipment and material.

i. Project Schedule. Define the time line of all major activities required to implement the repair action, including construction phasing as specified in Section 01 32 01.00 10 PROGRESS SCHEDULE. Complete the schedule at a level of detail that allows both the contractor and the facility personnel to understand each major task and phase associated with the repair action. Each major project task in the schedule shall be approved by facility personnel. Document the construction phasing required for the entire repair action. Define all equipment shutdown and re-activation dates and the use of any temporary equipment necessary to perform equipment shutdowns.

j. Submittal Register. Submittals are required by the task order in order to regulate the timely flow of materials to be incorporated into the work. They are necessary to demonstrate that the proposed materials, etc. are in compliance with the contract. The typical types of submittals include data, drawings, instructions, schedules, statements, reports, certificates, samples, records and O&M Manuals. As part of the work plan submission, provide a Submittal Register using ENG Form 4288 listing all projected submittals as required by the task order or specifications which will be submitted subsequent to the Work Plan and during the construction phase of the work. Classify the submittals as "Designer of Record approved", "Government approved", "Government acceptance" or "for information only," and list in the order they will be submitted. Each submittal listed shall indicate by section and paragraph, the source of requirement (i.e., work plan section and paragraph, specification section and paragraph, etc.). The ENG Form 4288 submittal register can be automatically generated by utilizing UFGS and the Specsintact software.

k. Site-Specific Accident Prevention Plan (SSAPP). Provide the

SECTION 01 33 10.05 20 Page 14


Site-Specific Accident Prevention Plan (SSAPP) for government acceptance prior to the commencement of an construction activity.

l. Project Specific Quality Control Plan. Provide the generic Contractors Quality Control Plan along with any site-specific modifications as part of the work plan.

m. Budgetary Cost Estimate. For T&M repair/renewal efforts, submit a budgetary estimate with the work plan. Prepare the estimate independently using the Contractors internal estimating system. This estimate shall be in sufficient detail to determine the scope of work, and as a minimum shall be broken out by discipline.

n. Review Comments. Resolve all review comments submitted to the Contractor on the work plan in writing to the satisfaction of the Contracting Officer. Each subsequent submittal of the revised work plan or portions thereof shall include a copy of all the review comments submitted to the Contractor along with the Contractors responses. Where the work plan is accepted without a complete resubmittal, written responses to review comments shall be provided to the Contracting Officer.

o. Cost Proposals. For T&M effortsrepare and submit the cost proposals for completion of the repair action under separate cover. To obtain competition for equipment and any subcontractors, the Contractor shall incorporate the review comments into the work plan and forward the final work plan to a minimum of three (3) separate and distinct (with no common brand name affiliation with each other) suppliers/subcontractors (with at least one of the subcontractors being local to the project site) for quotes on each equipment/system proposed. Provide all quotes and other supporting documentation as required by FAR 15.404-3 to the Contracting Officer as backup to the cost proposals. Obtain the detailed supplier/subcontractor quotes broken down into distinct material, equipment and installation (labor) costs in terms of manhours, dollars, skills, quantities and units. Forward the detailed quotes to the Government as part of the cost proposal. The Contractor shall be required to obtain subcontract competition per FAR 52.244-5 unless justification is submitted and approved by the Contracting Officer. Where replaced equipment/systems are turned over to the Contractor for disposal, every effort should be made to obtain credit from the disposal of this equipment/system towards reducing the cost of the contract.

p. Risk Managment Plan. The contractor shall address the three elements of risk analysis which consist of risk assessment, risk management, and risk communication. Risk assessment not only will identify sources of potential harm, but identify all areas that are detrimental to the success of the project which includes but not limited to cost, schedule, claims, etc. The contractor shall identify measures which reduce the risks, determin the unknown associated critical areas of the project, select the corrective measures, and implement plans and/or actions that are required to ensure that risk are reduced. The contractor sahll create interactive dialogue among the key players through structured meetings to ensure communicative actions are taken to either reduce or eliminate risk.

SECTION 01 33 10.05 20 Page 15


2.2.1.3 Type 1 Work Plan

The type 1 work plan must address the general requirements listed above in the amount and quantity of detail required to describe the required repair/renewal action.


The Type 2 work plan consist of all the info required for Type 1 and additional requirements as shown below.

a. Study Results. Include a general synopses of each study performed (i.e. site investigation report, feasibility study, life cycle cost, etc.). The synopsis shall define each of the alternatives evaluated as well as the approved results. Life cycle cost studies shall be performed in accordance with NIST Handbook 135 utilizing Department of Energy Escalation Rates and other applicable data as specified in the task order or directed by the Contracting Officer.

b. Drawings/Sketches. Submit single line drawings with material and equipment schedules plus detailed double line shop/installation drawings to show the location and relationship of all equipment and material. Single line drawings shall include, but not be limited to, floor plans, utility and equipment layout drawings, foundation plans, shop drawings, demolition drawings, control drawings, and pipe and instrumentation (P&I) diagrams as required to completely define the repair/renewal action when viewed in conjunction with shop drawings, catalog cuts, and manufacturers' installation requirements. Prepare a phased demolition plan which designates items, equipment, systems, etc., to be removed and indicates the disposition on all removed material, equipment, and debris. Drawings, as submitted in the 3-ring binder, shall be sized 11" X 17", and shall be legible.

c. Operation and Maintenance (O&M) Manuals Outline. This section consists of outlines of the proposed O&M manuals necessary for the task order. Include as a minimum, type of equipment/system, level of effort, and worker requirements. Note: This section is an outline of the O&M Manuals only. The actual O&M manual(s) are submitted separately.

d. Commissioning Procedure. Prepare and submit the proposed commissioning procedure of required start-up and testing.

e. Training Outline. Submit the proposed outlines of necessary training, including type, length, and required personnel.


The type 3 work plan varies from the type 1 and 2 work plans in the amount and quantity of detail required to describe the required repair/renewal action as described below. The type 3 work plan is generally required where there is a complete renewal of a facility or clinic, and multiple systems are involved. The type 3 WP should include all the requirements of a type 1 and type 2 WP, as well as the additional requirements bleow

a. Drawings/Sketches. Submit single line drawings with material and equipment schedules plus detailed double line shop/installation

SECTION 01 33 10.05 20 Page 16


drawings to show the location and relationship of all equipment and material. Single line drawings shall include, but not be limited to, floor plans, utility and equipment layout drawings, foundation plans, shop drawings, demolition drawings, control drawings, and a life safety plan as required to completely define the repair/renewal action when viewed in conjunction with shop drawings, catalog cuts, and manufacturers' installation requirements. Prepare a phased demolition plan which designates items, equipment, systems, etc., to be removed and indicates the disposition on all removed material, equipment, and debris. Drawings, as submitted in the 3-ring binder, shall be sized 11" X 17", and shall be legible.

b. Supporting Calculations. Submit all calculations necessary to support the design as presented in the Work Plan. Provide calculations with the work plan to include, but not be limited to, sizing of major equipment, system components, and other calculations for design validation. Also, include all assumptions, supportive data, narrative and method of calculation, and conclusions. The narrative and method of calculation shall contain all calculations, load or sizing, software input and output sheets, system alternative considerations, equipment supplier selection data, and other material utilized in arriving at the action recommended. Calculations are mandatory for all life safety systems and components. Examples of designs involving life safety include, but are not limited to: Structural and load bearing calculations, sizing and layout of fire protection systems and equipment, etc.

c. Installation Alternatives. The Contractor may present any recommended installation alternatives, potential areas of cost reduction, and any recommended changes to the scope of work if the alternatives are found to be economically feasible.

d. Operation and Maintenance (O&M) Manuals Outline. This section consists of outlines of the proposed O&M necessary for the task order. The outline shall include at a minimum, the Technical Concept Narrative (TCN), Design Master Equipment List (DMEL), Construction Specifications for O&M Documentation and Training Requirements in accordance with ER 25-345-1 (see Appendix A for the requirements). This submittal is an outline of the O&M Manuals only; the actual O&M manual(s) are submitted separately.

e. Commissioning Procedure. Submit the proposed commissioning procedure for required start-up and testing.

f. Training Outline. Submit proposed outlines of necessary training, including type, length, and required personnel.

2.2.2 Required Design Submittals

Provide the following Work Plan/Design Submittal packages. Provide comprehensive, multi-discipline design packages that include design documentation for project elements, fully developed to the design stage indicated, except where specified otherwise.

a. Concept Design presented with the site investigation report or Work Plan

SECTION 01 33 10.05 20 Page 17


b. Prefinal (100 percent) Design

c. Final Design

2.2.3 Critical Path Design Submittals

Provide Critical Path Design Submittals that include design documents for the project elements involved. Include and provide full documentation that would normally have been provided in earlier submittal stages, such as Design Development Phase.

a. 100 percent (Prefinal) Design

b. Final Design

2.2.4 Review Copies of Design Submittal Packages

a. Provide copies of each design submittal package for review to the reviewers listed in the project task order, at the quantities indicated. Addresses for mailing will be furnished in the task order or at the site visit meeting.

b. Provide the same quantities of copies for resubmittals, as required for each design submittal.

2.3 IDENTIFICATION OF DESIGN SUBMITTALS

Provide a title sheet to clearly identify each submittal, the completion status, and the date. The title sheet shall be unique to a particular design submittal. Submit the project title sheet with design status and date for the design submittals.

2.3.1 Critical Path Submittal Title Sheet

Identify Critical Path submittals as such, and include a title sheet indicating the type of critical path submittal, the status, and the date.

PART 3 EXECUTION

3.1 CONTRACTOR'S RESOLUTION OF COMMENTS

Provide written responses to all written comments by the Government. The DrChecks Design Review and Checking System shall be used to initiate, respond to, resolve and track Government design compliance review comments. This system may be useful for other data which needs to be interactive or otherwise available for shared use and retrieval. See Attachment A for details on how to establish an account and set-up the DrChecks system for use on the project.

Resubmittal of an unacceptable design submittal shall be a complete package that includes all the required, specified components of that design submittal. Each subsequent submittal of the revised work plan shall include a copy of all the review comments submitted to the Contractor regarding the final submittal of the work plan. Where the Work Plan is accepted without a complete re-submittal, written responses to review comments shall be provided to the Contracting Officer. Government required resubmittal for conformance to the contract is not a delay in the contract.When required by the Government, Contractor resubmittal of design package, due to nonconformance to the contract, is not a delay in the contract.

SECTION 01 33 10.05 20 Page 18


3.2 VARIATIONS

Variations from contract requirements require Government approval and will be considered where advantageous to the Government. The Designer of Record must approve any proposed variation prior to submittal to the Government.

3.3 THE CONTRACT AND ORDER OF PRECEDENCE

3.3.1 Contract Components

The contract consists of the solicitation, the accepted proposal, and the final design.

3.3.2 Order of Precedence

In the event of a conflict or inconsistency between any of the requirements of the various portions of the contract, precedence shall be given in the following order:

a. Any portions of the accepted proposal or accepted final design that exceed the requirements of the solicitation.

b. As between the accepted final design and the accepted proposal:

(1) Any portion of the accepted proposal that exceeds the accepted final design.

(2) Any portion of the accepted final design that exceeds the accepted proposal.

c. The requirements of the task order solicitation, and then the requirements of the basic solicitation.

d. Those portions of the accepted proposal or accepted final design that meet but do not exceed the solicitation requirement.

3.3.3 Government Acceptance

Government review or approval of any portion of the proposal or final design shall not relieve the Contractor from responsibility for any errors or omissions with respect thereto.

3.4 ATTACHMENT A

SECTION 01 33 10.05 20 Page 19


ATTACHMENT ATRACKING COMMENTS IN DRCHECKS

1.0 GeneralThroughout the design process, the Contractor shall enter, track, and back-check comments using the DrChecks system. Designers of Record shall annotate comments timely and specifically to indicate exactly what action will be taken or why the action is not required. Comments considered critical by the project team shall be flagged as such.2.0 DrChecks Review CommentsThe Contractor shall monitor DrChecks to assure all comments are annotated and agreed to by the designers and reviewers prior to the next submittal. The DrChecks comments and responses shall be printed and included in the design analysis for record.Reviewers will focus on the design submittal's satisfaction of the contract requirements.The Designers of Record shall answer each comment in DrChecks with a formal response prior to the next submittal, clearly indicating what action will be taken and what drawing/spec will change. Designers of Record are encouraged to directly contact reviewers to discuss and agree to the formal comment responses rather than relying only on DrChecks and review meetings to discuss comments. With the next design conference/review, reviewers will back-check answers to the comments against the submittal, in addition to reviewing additional design work.Comments that, in the Contractor's opinion, require effort outside the scope of the contract shall be clearly indicated as such in DrChecks. The Contractor shall not proceed with work outside the contract until a modification to the contract is properly executed, if one is necessary.3.0 DrChecks Initial Account Set-UpTo initialize an office's use of DrChecks, choose a contact person within your office to call the DrChecks Help Desk at 800-428-HELP, M-F, 8AM-5PM, Central time. This POC will be given an office password to distribute to others in your office. Individuals can then go to the hyperlink at {http://www.projnet.org} and register as a first time user. Upon registration, each user will be given a personal password to the DrChecks system.Once the office and individuals are registered, the COE's review manager will assign the individuals and/or offices to the specific project for review. At this point, persons assigned can make comments, annotate comments, and close comments, depending on their particular assignment.4.0 DrChecks Reviewer RoleThe Government shall take the role of the reviewer to enter comments into the DrChecks system, unless task order defines differently. 5.0 DrChecks Comment EvaluationThe role of the designers of record is to evaluate and respond to the comments entered by the Contractor. To respond to comments:5.1. Log into DrChecks.5.2. Click on the appropriate project.5.3. Under "Evaluate" click on the number under "Pending".5.4. Locate the comments that require your evaluation. (Note: If you know the comment number you can use the Quick Pick window on your home page in DrChecks; enter the number and click on go.)5.5. Select the appropriate evaluation (concur, non-concur, for information only, or check and resolve) and add the response.5.6. Click on the Add button. The evaluation will be added to the database and a fresh screen will appear with the next comment.5.7. Once evaluations are all entered, exit DrChecks by choosing "My Account" and then Logout.

SECTION 01 33 10.05 20 Page 20


ATTACHMENT ATRACKING COMMENTS IN DRCHECKS6.0 DrChecks Back-checkAt the following design conference/review, participants will back-check comment annotations against newly presented documents to verify that the designers' responses are acceptable and completed. The Contractor shall enter additional back-check comments, as necessary or close those that are resolved as a result of the design conferences:6.1. Log into DrChecks.6.2. Click on the appropriate project.6.3. Under "My Backcheck" click on the number under "Pending".6.4. If you agree with the designer's response select "Close Comment" and add a closing response if desired.6.5. If you do not agree with the designer's response or the submittal does not reflect the response given, select "Issue Open", enter additional information.6.6. Click on the Add button. The back-check will be added to the database and a fresh screen will appear with the next comment.6.7. Once back-checks are all entered, exit DrChecks by choosing "My Account" and then Logout. The design is completed and final when there are no pending comments to be evaluated and there are no pending or open comments under back-check.


SECTION 01 33 10.05 20 Page 21




SECTION 01 33 29

LEED(TM) DOCUMENTATION

07/06

PART 1 GENERAL

1.1 REFERENCES 1.2 SUBMITTALS 1.3 DESCRIPTION 1.3.1 Contractor Responsibilities 1.3.1.1 Identified Requirement 1.4 LEED IMPLEMENTATION PLAN 1.5 LEED DOCUMENTATION NOTEBOOK 1.5.1 Content 1.5.2 LEED Calculations

PART 2 PRODUCTS

PART 3 EXECUTION

3.1 COORDINATION MEETINGS 3.2 LEED CLOSEOUT 3.3 PROJECT CERTIFICATION 3.4 ATTACHMENT A and B




SECTION 01 33 29

LEED(TM) DOCUMENTATION07/06

PART 1 GENERAL

This specification section only applies to projects designated as new construction or major renovations. This designation will be addressed in the project task order.

1.1 REFERENCES




1.2 SUBMITTALS

Government acceptance is required for LEED submittals with a "G" designation; submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Submit the following in accordance with Section 01 33 10.05 20 DESIGN SUBMITTAL PROCEDURES and Section 01 33 00.05 20 CONSTRUCTION SUBMITTAL PROCEDURES.


LEED Implementation Plan; G


LEED Documentation Notebook

1.3 DESCRIPTION

The Government requires registration of each project designated so in the task order. The designated project shall be designed for a sustainable rating of silver or certified, as designated in the SOW in accordance with LEED Version 2.2. Should there be a case where there is any problem meeting the full requirements of a LEED credit identified for this project, the Contractor must bring this to the attention of the Contracting Officer immediately.

1.3.1 Contractor Responsibilities

Incorporate LEED credits in the plans, specifications and design analyses. Develop LEED supporting documentation as a separable portion of the Design Analysis and provide with each required design submittal.



1.3.1.1 Identified Requirement

In all cases where a material, product, or execution requirement is identified by "LEED", additional data or certificates shall be submitted with the individual component or process validating the material or component to the respective LEED credit item. These additional data or certificates shall be separable from the other submitted data and a copy shall be included in the LEED Documentation Notebook in addition to the distribution indicated in the submittal register.

1.4 LEED IMPLEMENTATION PLAN

LEED Implementation Plan shall be submitted with the Site Investigation/Workplan. The plan, when completed, shall provide a detailed description of all activities that relate to accomplishing project LEED requirements, including construction practices, procurement practices, and proposed submittals and documentation for each LEED credit. Plan shall also include the following:

a. Name of individual on the Contractor's staff responsible for ensuring LEED credits and prerequisites are earned and responsible for assembling documentation. A responsible LEED Accredited Professional shall be identified to track LEED planning, performance and documentation for each LEED credit through construction closeout.

b. Templates to be used for tracking LEED credits. Listing of documents to be provided for each credit and schedule for their inclusion in LEED Documentation Notebook.

c. List of all plans required in the technical sections for LEED credit. Proposed submittal date of each plan. These shall be added to the LEED Implementation Plan as they are completed.

d. Implementation plan for cumulative materials credits, which shall use applicable template with proposed materials, associated estimated costs, and details necessary for LEED Calculations added in order to determine if the listed materials can be expected to achieve the project goal. Submit cumulative materials implementation plans before materials purchasing begins.

1.5 LEED DOCUMENTATION NOTEBOOK

For each project the Contractor shall prepare a comprehensive notebook identifying LEED credits and documenting compliance for each LEED credit identified. Submit the notebook with each required design submittal.

LEED documentation in notebook shall contain up to date information through the previous month's work, and at least one set shall be available on the jobsite at all times. The Notebook may be maintained and available for reference electronically if preferred. Completed pages shall be prevented from being altered. If the Contractor fails to maintain the LEED Documentation Notebook as specified herein, the Contracting Officer will deduct from the monthly progress payment an amount representing the estimated cost of maintaining the Notebook. This monthly deduction will continue until an agreement can be reached between the Contracting Officer and the Contractor regarding the accuracy and completeness of the Notebook. The original, one copy, and an electronic version on CD of the notebook shall be submitted at project closeout.



1.5.1 Content

Notebook shall include applicable product data for material selection, final calculations, certifications for construction practices, procurement data, cumulative calculations, items identified below, and other items as identified in the accepted LEED Implementation Plan. Notebook must contain all required data to support full compliance with the indicated LEED credit. LEED credits that are inherent to the design will be documented by the designer of record. LEED Documentation Notebook shall be formatted to match LEED numbering system and tabbed for each credit and prerequisite.

a. Include the LEED Project checklist (download from USGBC website; www.usgbc.org) for each non-exempt facility (one checklist may be provided for multiple identical facilities) and the LEED 2.2 Documentation Requirements and Submittals Checklist (Attachment B, herein) with each submittal.

b. Final design submittal for each portion of the work must include all required design documentation relating to that portion of work (example - all site credit design documents with final site design). Submittal requirements are as indicated in Attachment A, LEED Project Guidance & Attachment B, LEED 2.2 Documentation Requirements and Submittals Checklist.

1.5.2 LEED Calculations

Calculations showing compliance with a required LEED credit identified within the LEED Implementation Plan. Calculations shall be current and available for monthly review. Final calculations shall be included in the LEED Documentation Notebook under the appropriate tab.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

3.1 COORDINATION MEETINGS

There will be three onsite coordination meetings. The first will be a preconstruction meeting to review the LEED Implementation Plan. The requirements for this meeting may be fulfilled during the coordination and mutual understanding meeting outlined in Section 01 45 04.00 10 CONTRACTOR QUALITY CONTROL. The second will be a pre-closeout meeting to review LEED Documentation Notebook for completeness and identify any outstanding issues relating to final score and documentation requirements. The third is a closeout meeting to review the final LEED Documentation Notebook. All meetings shall be attended by Contractor's designated individual responsible for LEED documentation, Government representative and Installation representative. At closeout meeting a final score for the project will be determined based on review of project performance and documentation. Contractor shall make a set of contract drawings and specifications available for review at each meeting as well as an updated LEED Documentation Notebook.

3.2 LEED CLOSEOUT

Pre-Closeout Meeting. Approximately 30 days before submittal of LEED



closeout documentation, the Contractor and the Government's project delivery team (including Installation representative) will meet to review the documentation, determine which, if any, credits will be audited and identify any corrections/missing items prior to the closeout LEED documentation submittal. USGBC certification projects use USGBC for determination of achievement of credits, satisfactory documentation and final score. For USGBC certification projects a LEED pre-closeout meeting is not required, but Contractor may request a pre-closeout review meeting at any time.

Approximately 14 days after submittal of LEED closeout documentation, the Contractor and the Government's project delivery team (including Installation representative) will meet to review the LEED closeout documentation. The review conference will include discussion of and resolution of all review comments to ensure consensus on achievement of credits and satisfactory documentation. At the review conference a final score will be determined and endorsed in writing by all parties. USGBC certification projects use USGBC for determination of achievement of credits, satisfactory documentation and final score. For USGBC certification projects a LEED review meeting is not required but is recommended as a general review.

3.3 PROJECT CERTIFICATION

If the project is required to be USGBC certified in the project task order statement of work, use online LEED Letter Templates and obtain USGBC Design Phase Review. Provide full support to the design phase review process, including credit audits. Submit all documentation and, if applicable, USGBC Design Phase Review ruling at final design (for fast-track projects with multiple final design submittals, this shall be at the last scheduled final design submittal). NOTE: The Government does not imply that meeting the requirements of LEED 2.2 Documentation Requirements and Submittals Checklist (Attachment A) is equivalent to or a substitute for meeting USGBC certification requirements. In the case of conflict, the more stringent requirement shall apply to projects required to be USGBC certified. All project documentation related to LEED shall conform to USGBC requirements for both content and format, including audit requirements and be separate from other design analyses.

For projects that do not require USGBC certification, the Government may audit any or all individual credits. Provide the additional documentation marked "Provide for Credit Audit Only" in LEED 2.2 Documentation Requirements and Submittals Checklist (Attachment B) if requested for any individual credit. Audit documentation is not required unless requested.

3.4 ATTACHMENT A and B



ATTACHMENT ALEED Project Credit Guidance


1

ATTACHMENT A

LEED Project Credit Guidance

This spreadsheet indicates Army required credits, Army recommendations regarding preference and avoidance of individual credits, project-specific ranking of individual point preferences, discussion of Installation roles in support of individual credits, and issues that Government Project Delivery Teams (PDTs) need to be aware of relating to individual credits. The Resources section that follows provides references and resources that relate to LEED, including policy and legal requirements, design guides and documentation resources.

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REMARKS

CATEGORY 1 - SUSTAINABLE SITES (14 POSSIBLE POINTS)

SSPR1 Construction Activity Pollution Prevention (PREREQUISITE) Rqd Rqd

All LEED prerequisites are required to be met. Related to compliance with 40 CFR 122.26 (Clean Water Act).

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SS1 Site Selection Pref

See paragraph LEED CREDITS COORDINATION for information relating to this credit.

SS2 Development Density & Community Connectivity - OPTION 1 DENSITY X

Credit is determined by Installation's site selection. See paragraph LEED CREDITS COORDINATION for information relating to this credit. Required development density is uncommon on Installations.

Development Density & Community Connectivity - OPTION 2

CONNECTIVITY X

Credit is determined by Installation's site selection. See paragraph LEED CREDITS COORDINATION for information relating to this credit.

SS3 Brownfield Redevelopment X

Credit is determined by Installation's site selection. See paragraph LEED CREDITS COORDINATION for information relating to this credit. Remediation performed by others (outside of construction contract) qualifies for this credit. Selection of previously remediated sites does not qualify.

SS4.1 Alternative Transportation: Public

Transportation Access Pref X

Credit is determined by Installation's site selection. See paragraph LEED CREDITS COORDINATION for information relating to this credit.

SS4.2 Alternative Transportation: Bicycle

Storage & Changing Rooms Pref Credit is easily earned at minimal first cost.

SS4.3

Alternative Transportation: Low Emitting & Fuel Efficient Vehicles -

OPTION 1

Requires provision of vehicles, which cannot be purchased with construction funds. Assume Government will not provide vehicles unless indicated otherwise.

SS4.3


OPTION 2 Pref Credit is easily earned at minimal first cost.

SS4.3


OPTION 3

Requires provision of vehicle refueling stations. Installation must support type of fuel and commit to maintaining/supporting refueling stations.

SS4.4 Alternative Transportation: Parking

Capacity Pref Credit is easily earned at minimal first cost.

SS5.1 Site Development: Protect or Restore

Habitat

Ability to earn this credit depends greatly on size of project site and land made available within site boundary (but outside development footprint) that is made available for habitat.

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SS5.2 Site Development: Maximize Open

Space Pref

AT/FP standoffs often create open space required to earn this credit. Particularly for vehicle-oriented facilities requiring adjacent hardstand, earning this credit may require larger site boundary to obtain credit.

SS6.1 Stormwater Design: Quantity Control Pref Related to compliance with 40 CFR 122.26 (Clean Water Act).

SS6.2 Stormwater Design: Quality Control SS7.1 Heat Island Effect: Non-Roof Pref

SS7.2 Heat Island Effect: Roof Pref

Coordinate with nearby airfield requirements, which may preclude this credit.

SS8 Light Pollution Reduction Pref

Credit is easily earned at minimal first cost. May not be feasible for Access Control Points and other projects subject to Chapter 11 Security Lighting requirements of UFC 3-550-03FA.

CATEGORY 2 – WATER EFFICIENCY (5 POSSIBLE POINTS)

WE1.1 Water Efficient Landscaping: Reduce

by 50% Pref

WE1.2 Water Efficient Landscaping: No

Potable Water Use or No Irrigation Pref

WE2 Innovative Wastewater Technologies

- OPTION 1

WE2 Innovative Wastewater Technologies

- OPTION 2

WE3.1 Water Use Reduction: 20% Reduction Pref Related to Army mandate for waterless urinals beginning FY10.

WE3.2 Water Use Reduction: 30% Reduction Pref

CATEGORY 3 – ENERGY AND ATMOSPHERE (17 POSSIBLE POINTS)

EAPR1

Fundamental Commissioning of the Building Energy Systems

(PREREQUISITE) Rqd Rqd All LEED prerequisites are required to be met.

EAPR2 Minimum Energy Performance

(PREREQUISITE) Rqd Rqd All LEED prerequisites are required to be met.

EAPR3 Fundamental Refrigerant

Management (PREREQUISITE) Rqd Rqd All LEED prerequisites are required to be met.

EA1 Optimize Energy Performance Rqd Rqd

Earning of LEED EA1 points as indicated in paragraph <REV>ENERGY CONSERVATION</REV>, as a

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minimum, is required. Note that LEED points calculation is based on energy cost reduction.

EA2.1 On-Site Renewable Energy

EA3 Enhanced Commissioning Avd Avd

This credit is not readily achievable. Estimated costs range from 2.5% to 5% of construction cost. The Commissioning Authority cannot be provided through the Contractor. Commissioning Authority activities begin during design phase and continue well beyond beneficial occupancy. Assume Government will not provide CxA post-occupancy activities.

EA4 Enhanced Refrigerant Management <REV> </REV> Availability issues must be addressed.

EA5 Measurement & Verification

Credit relates to EPACT metering requirements. Provider and funding of post-occupancy activities must be coordinated. Assume Government will not provide post-occupancy activities.

EA6 Green Power X

Credit is determined by Installation's purchase of green power. See paragraph LEED CREDITS COORDINATION for information relating to this credit.

CATEGORY 4 – MATERIALS AND RESOURCES (13 POSSIBLE POINTS)

MRPR1 Storage & Collection of Recyclables

(PREREQUISITE) Rqd Rqd

All LEED prerequisites are required to be met. Installation provides collection service and outside receptacle needs coordination.

MR1.1 Building Reuse: Maintain 75% of

Existing Walls, Floors & Roof

MR1.2 Building Reuse: Maintain 95% of

Existing Walls, Floors & Roof

MR1.3 Building Reuse: Maintain 50% of Interior Non-Structural Elements

MR2.1 Construction Waste Management:

Divert 50% From Disposal Rqd Rqd

Project requirement. See paragraph <REV>CONSTRUCTION WASTE MANAGEMENT</REV> for additional information. Contractor diversion data is provided to Installation for inclusion in Installation waste diversion reporting. LEED project totals may include onsite demolition by others. If this applies to the project, the PM

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furnishes this diversion data to the Contractor for inclusion in the project total.

MR2.2 Construction Waste Management:

Divert 75% From Disposal Pref

MR3.1 Materials Reuse: 5%

Installation provides information on any salvage/refurbished materials available on-post for incorporation in project.

MR3.2 Materials Reuse: 10%

Installation provides information on any salvage/refurbished materials available on-post for incorporation in project.

MR4.1 Recycled Content: 10% (post-consumer + 1/2 pre-consumer) Pref

Relates directly to EPA CPG compliance and is highly preferred. Federal regulation as well as Federal, DOD and Army policies require purchase of products that contribute to this credit.

MR4.2 Recycled Content: 20% (post-consumer + 1/2 pre-consumer) Pref

Relates directly to EPA CPG compliance and is highly preferred. Significant concrete and steel in project facilitate earning of this credit.

MR5.1

Regional Materials:10% Extracted, Processed & Manufactured

Regionally

Because credit requires regional extraction, earning this credit depends on project location relative to extraction locations of required materials.

MR5.2

Regional Materials:20% Extracted, Processed & Manufactured

Regionally

Because credit requires regional extraction, earning this credit depends on project location relative to extraction locations of required materials.

MR6 Rapidly Renewable Materials

Relates directly to USDA FB4P biobased materials compliance. Earning this credit is highly dependent on the nature of the project and the opportunities it presents for incorporation of rapidly renewable materials.

MR7 Certified Wood

Credit is easily earned at minimal first cost in projects that include very little wood. For projects with significant wood, additional cost may be

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prohibitive.

CATEGORY 5 – INDOOR ENVIRONMENTAL QUALITY (15 POSSIBLE POINTS)

EQPR1 Minimum IAQ Performance

(PREREQUISITE) Rqd Rqd

All LEED prerequisites are required to be met. Related to compliance with 10 CFR 434 (Federal Energy Code).

EQPR2 Environmental Tobacco Smoke (ETS)

Control (PREREQUISITE) Rqd Rqd

All LEED prerequisites are required to be met. Federal, DOD and Army policy require smoke free buildings, which meets the intent of this prerequisite. The Army currently allows an exemption to this policy for Army Family Housing, RCI housing, and individual rooms in barracks and other lodging where individuals can not be prevented from smoking. For these types of facilities, the requirements of LEED-NC 2.2 Option 3 must be met.

EQ1 Outdoor Air Delivery Monitoring

EQ2 Increased Ventilation May adversely effect ability to earn energy optimization credits.

EQ3.1 Construction IAQ Management Plan:

During Construction Pref Credit is easily earned at minimal first cost.

EQ3.2 Construction IAQ Management Plan:

Before Occupancy Pref

Credit is easily earned at minimal first cost. Flushout should be prohibited where humidity/moisture introduction is an issue. Construction schedule must accommodate activities required for this credit.

EQ4.1 Low Emitting Materials: Adhesives &

Sealants Pref Credit is easily earned at minimal first cost.

EQ4.2 Low Emitting Materials: Paints &

Coatings Pref Credit is easily earned at minimal first cost.

EQ4.3 Low Emitting Materials: Carpet

Systems Pref Credit is easily earned at minimal first cost.

EQ4.4 Low Emitting Materials: Composite

Wood & Agrifiber Products Pref

Credit is easily earned at minimal first cost in projects that include very little composite wood. For projects with significant composite wood, additional cost/availability issues may be prohibitive.

EQ5 Indoor Chemical & Pollutant Source

Control Pref

Credit is easily earned at minimal first cost. Roll-up and carpet systems requiring weekly cleaning to earn this credit are not a permitted option for Army projects.

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EQ6.1 Controllability of Systems: Lighting

EQ6.2 Controllability of Systems: Thermal

Comfort

Feasibility and cost of provision of individual workstation comfort controls is highly dependent on project type.

EQ7.1 Thermal Comfort: Design

EQ7.2 Thermal Comfort: Verification

Provider and funding of post-occupancy activities must be coordinated. Assume Government will not provide post-occupancy activities.

EQ8.1 Daylight & Views: Daylight 75% of

Spaces Pref

Credit is easily earned at minimal first cost provided building design limitations do not preclude it.

EQ8.2 Daylight & Views: Views for 90% of

Spaces Pref

Credit is easily earned at minimal first cost provided building design limitations do not preclude it.

CATEGORY 6 – FACILITY DELIVERY PROCESS (5 POSSIBLE POINTS) IDc1.1 Innovation in Design IDc1.2 Innovation in Design IDc1.3 Innovation in Design IDc1.4 Innovation in Design

IDc2 LEED Accredited Professional Rqd Rqd LEED AP during design and construction is required.

Resources. Following are resources with web links, discussion of Federal and Army mandates and policies that relate to LEED, sources of design guidance and documentation tools to assist the PDT. Use of/compliance with documents indicated in this appendix is not required unless indicated in RFP. In the event of conflict between RFP and this appendix, RFP takes precedence.

Federal Mandates Federal Energy Policy Act of 2005. Requires energy efficiency improvements in all Federal facilities, as well as metering and increased use of renewable energy sources. Requirements are synopsized in ECB 2005-20, Energy Policy Act of 2005 (Public Law 109-58) and how it affects all Federal Facilities. (CECW-CE-D, 08 Dec 2005) http://www.wbdg.org/ccb/ARMYCOE/COEECB/ecb_2005_20.pdf

EPA, Environmentally Preferable Purchasing (EPP) Program (EPA), available through URL: http://www.epa.gov/oppt/epp/ . Resulting from Executive Order [EO] 13101 Greening the Government Through Waste Prevention, Recycling, and Federal Acquisition (White House, 14 September 1998), it establishes basic guidelines for EPP as well as forms the basis for Comprehensive Procurement Guidelines (see below). Comprehensive Procurement Guidelines [CPG], www.epa.gov/cpg. The EPA publishes the Comprehensive Procurement Guidelines (CPGs), found in 40 CFR 247, that provide a list of products that must contain recovered material. This is required regardless of whether the LEED recycled content credit is pursued or not. Recommendations for the percentages of recovered materials are published in a companion document titled the Recovered Materials Advisory Notice (RMAN). Additional products are added every 2-3 years. The CPGs currently include several commonly used construction products (such as concrete, floor tiles, and roofing materials) and landscaping products (such as site furnishings and landscaping timbers).

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EPA requires that the purchase of products listed on the CPG contain at least the recycled content indicated in the CPG when practicable. For every project, designer must review the current CPG list and, unless designer determines that justification for non-use exists, ensure that the technical specifications require at least the recycled content indicated in the CPG. The following are considered adequate justifications for non-use:

a. The product does not meet appropriate performance standards. b. The product is not available within a reasonable time frame. c. The product is not available competitively (from two or more sources). d. The product is only available at an unreasonable price (compared with a comparable non-recycled content product).

Applicable FAR provisions and clauses: FAR Part 23.4, Use of Recovered Materials, 52.223-4, Recovered Material Certification, 52.223-9, Estimate of Percentage of Recovered Material Content for EPA-Designated Products. Note that although EPA designated recycled content products contribute to the LEED recycled content credit, satisfying this requirement does not guarantee that the project will reach the cumulative total required to earn the LEED credit.

USDA Federal Biobased Products Preferred Procurement Program (FB4P) http://www.biobased.oce.usda.gov The USDA has a program similar to the EPA CPG, found in 7 CFR 2902, that provides a list of designated products that must contain bio-based material with recommendations for the percentages of bio-based content. The rules for use of designated products are the same as EPA CPG. Currently the only designated construction product is roof coatings, however additional products may be added. For every project, designer must review the current USDA designations for products applicable to the project and, if any are found, unless designer determines that justification for non-use exists, ensure that the technical specifications require at least the bio-based content indicated in the designation.

All Federal contracts that involve the use or purchase of USDA- designated products must specify that the associated procurement requirements be met and must include applicable FAR provisions and clauses (currently not yet published). Note that although USDA designated bio-based content products contribute to the LEED rapidly renewable materials credit, satisfying this requirement does not guarantee that the project will reach the cumulative total required to earn the LEED credit.

FAR Part 23.803 Ozone-Depleting Substances This federal policy requires that Federal agencies implement cost-effective programs to minimize the procurement of materials and substances that contribute to the depletion of stratospheric ozone and give preference to the procurement of alternative chemicals, products, and manufacturing processes that reduce overall risks to human health and the environment by lessening the depletion of ozone in the upper atmosphere. Applicable FAR provisions and clauses: 52.223-11 Ozone Depleting Substances, 52.223-12 Refrigeration Equipment and Air Conditioners.

10 CFR Part 434, Energy Code for New Federal Commercial and Multi-Family High Rise Residential Buildings. www.wbdg.org Mandates/References, Federal Mandates, Code of Federal Regulations. Requires federal projects comply with ASHRAE Standard 90.1, including ASHRAE Standard 62.1 – 2004, Ventilation for Acceptable Indoor Air Quality (ASHRAE, 2004) 10 CFR Part 435 Energy Conservation Voluntary Performance Standards for New Buildings; Mandatory for Federal Buildings. www.wbdg.org “Mandates/References”, “Federal Mandates”, “Code of Federal Regulations”. Includes mandatory standards for federal residential facilities.

Department of Defense [DOD] Instruction [DODI] 1010.15, Smoke-Free DOD Facilities Management (Department of Defense, 02 Jan 2001). DoD implementation of EO 13058 Protecting Federal Employees and the Public From Exposure to Tobacco Smoke in the Federal Workplace (White House, 13 August 1997).

Army Policy and Mandates

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Memorandum, DAIM-ZA, Subject: Sustainable Management of Waste in Military Construction, Renovation, and Demolition Activities (06 February 2006) http://www.hqda.army.mil/acsimweb/fd/docs/C&D_encl.pdf

Mandates that all new construction, renovation and demolition projects include contract performance requirements to divert as a minimum 50% of non-hazardous construction and demolition (C&D) debris from landfill disposal.

ECB 2006-7R Army Standard for Urinals (09 AUG2006) www.hnd.usace.army.mil/techinfo “Publications”, “Engineering and Construction Bulletins”. Mandates waterless urinals beginning FY10.

Army Energy Campaign Plan: http://hqda-energypolicy.pnl.gov/programs/plan.asp Sets forth army long-term goals and Installation activities for achieving them.

Army Installation Design Standards (Headquarters, Department of the Army, [HQDA], 3 May 2004) www.idsarmy.hqda.pentagon.mil Template and guidance for Army Installation Design Guides.

Federal Leadership in High Performance and Sustainable Buildings Memorandum of Understanding. Signatory agencies commit to federal leadership in the design, construction, and operation of High-Performance and Sustainable Buildings. A major element of this strategy is the implementation of common strategies for planning, acquiring, siting, designing, building, operating, and maintaining High Performance and Sustainable Buildings. See Technical Guidance for Implementing the Federal Leadership in Heating Performance and Sustainable Buildings Memorandum of Understanding, http://www.wbdg.org/sustainablemou/

United States Green Building Council/LEED

USGBC Website – http://www.usgbc.org

LEED-NC (New Construction) v.2.2 Rating System, October 2005 -- https://www.usgbc.org/ShowFile.aspx?DocumentID=1095

LEED-NC v.2.2 Registered Project Checklist -- https://www.usgbc.org/FileHandling/show_general_file.asp?DocumentID=1096

LEED-NC v.2.2 Reference Guide – Available by purchase from the USGBC at: http://www.usgbc.org/b2c/b2c/mainFS.jsp

LEED Letter Templates – Use of LEED Letter Templates for projects not registered with USGBC is a copyright infringement and is not permitted. Samples of the templates are available for review only at: http://www.usgbc.org/DisplayPage.aspx?CMSPageID=1447. (Fully functional access to LEED On-Line is only available to projects registered with the USGBC.)

LEED Credit Interpretations (CIRs) – Available on the members only side of the USGBC website. Click ‘My Account’ from the USGBC main web page (log-in and look for CIRs under ‘My Resources.’

LEED Application Guide for Multiple Buildings and On-Campus Building Projects https://www.usgbc.org/FileHandling/show_general_file.asp?DocumentID=1097. Provides direction in applying LEED-NC v2.1 and v2.2 to projects in a campus or multi-building setting such as corporate campuses, college campuses, and government installations (i.e. there is one owner or common property management and control).

Whole Building Design Guide (WBDG) www.wbdg.org

The WBDG is a web-based portal providing government and industry practitioners one-stop access to up-to-date information on a wide range of building-related guidance, criteria and technology from a 'whole buildings' perspective. Development of the WBDG is a collaborative effort among federal agencies, private sector companies, non-profit organizations and educational institutions. In addition to a wide range of design information, WBDG includes links to federal Executive Orders, Code of Federal Regulations and Construction

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Criteria Base (CCB). CCB is an electronic library of construction guide specifications, manuals, standards and many other essential criteria documents from participating federal agencies.

Whole Building Design Guide (WBDG): Design Guidance, http://www.wbdg.org/design/

Whole Building Design Guide (WBDG): Tools - LEED® Version 2.1 Credit / WBDG Resource Page Matrix, http://www.wbdg.org/tools/leed.php?a=1

WBDG, Project Management – Project Planning & Development – Building Commissioning, http://www.wbdg.org/project/buildingcomm.php

WBDG, Project Management, http://www.wbdg.org/project/index.php

WBDG, Tools – LEED-DOD Antiterrorism Standards Tool, http://www.wbdg.org/tools/leed_atfp_rp.php?l=ss-2

General Resources Sustainable Design - General Office of the Federal Environmental Executive. www.ofee.gov OFEE's mission is to advocate, coordinate, and assist environmental efforts of the federal community in waste prevention, recycling, affirmative procurement of CPG items, and the acquisition of recycled and environmentally preferable products and services. General reference with links.

Engineer Knowledge Online (EKO) Portal Sustainable Design and Development (SDD) Resource https://eko.usace.army.mil/fa/sdd/ Contains several links to SDD resources.

ERDC/CERL TR 06 1 (Draft), Implementation of the U. S. Green Building Council’s LEED® as the Army’s Green Building Rating System, January 2006 -- http://www.cecer.army.mil/techreports/ERDC-CERL-TR-06-1/ERDC-CERL-TR-06-1.pdf This work compares the SPiRiT and LEED rating systems and makes recommendations regarding further development and implementation, including the adoption of LEED

®NC

(New Construction) without modification or supplement. This work also reviewed 40 sample projects to reveal patterns of successful LEED

® use within the Army.

DA Pamphlet [DA PAM] 200-1, Environmental Protection and Enhancement (HQDA, 17 January 2002) www.army.mil/usapa/epubs/pdf/p200_1.pdf Provides detailed guidance to support implementation of AR 200-1 to include: water resources management, oil and hazardous substances spills, hazardous materials management, hazardous and solid waste management, air pollution, environmental noise management, asbestos management, radon reduction, pollution prevention, environmental restoration, environmental quality technology, automated environmental management systems, the Army environmental program in foreign countries, and other miscellaneous topics.

Site Development

Engineering Pamphlet 1110-1-16 [EP], Engineering and Design—Handbook for the Preparation of Storm Water Pollution Prevention Plans for Construction Activities (HQUSACE, 28 February 1997). www.usace.army.mil/publications/eng-pamphlets/ep1110-1-16/toc.htm

UFC 3-210-06A, Site Planning and Design (by reference TM 5-803-14 Site Planning and Design) (HQDA, 16 January 2004).

UFC 3-210-10, Design: Low Impact Development Manual (HQDA, 25 October 2004).

UFC 3-230-14A, Evaluation Criteria Guide for Water Pollution Prevention Control and Abatement Programs (HQDA, 16 January 2004).

Energy

DOD Instruction 4170.11, Installation Energy Management (DOD, 13 October 2004). http://army-energy.hqda.pentagon.mil/policies/4170_11.asp Provides procedures for DOD installation energy management and pertains to all phases of administration, planning, programming, budgeting, operations,

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maintenance, training and material acquisition activities that impact the supply, reliability and consumption of energy at DOD installations.

UFC 3-400-01, Design Energy Conservation (HQDA, 5 July 2002).

UFC 3-401-01FA, Utility Monitoring Control Systems (HQDA, 1 March 2005).

UFC 3-410-01FA, Design: Heating, Ventilating, and Air Conditioning (HQDA, 15 May 2003).

UFC 3-440-01, Design: Active Solar Preheat Systems (HQDA, 14 June 2002).

UFC 3-440-03N, Design: Passive Solar Buildings (HQDA, 16 January 2004).

UFC 3-440-04N, Design: Solar Heating of Buildings and Domestic Hot Water (HQDA, 16 January 2004).

UFC 3-440-06, Cooling Buildings by Natural Ventilation (HQDA, 16 January 2004).

UFC 4-826-10, Refrigeration Systems for Cold Storage (HQDA, 10 July 2002).

Materials

UFC 1-900-01, Selection of Methods for the Reduction, Reuse, and Recycling of Demolition Waste (DA, 1 December 2002).

Unified Facilities Guide Specifications (UFGS) www.wbdg.org/ccb UFGS are non-proprietary guide specifications covering a broad range of products and systems and incorporating agency–specific guidance and many sustainability updates. They are used and maintained by USACE, NAVFAC, AFCESA and NASA. UFGS are in the process of being updated to include Specifier notes relating to all current EPA CPG product designations, but this process is not complete yet. Designer MUST address EPA CPG requirements in specifications on a product-by-product basis. UFGS 01 33 29 LEED ™ Documentation. This section includes overview and documentation requirements plus credit-specific requirements. UFGS 01 62 35 Recycled/Recovered Materials. This section addresses EPA CPG compliance requirements.

UFGS 02 42 00 Construction and Demolition Waste Management. For DB and DBB use. This section includes requirement for waste management plan, diversion requirements and reporting.

UFGS 23 08 00.00 10 Commissioning of HVAC Systems. This section includes qualifications, standards and documentation, also includes several test checklists. Because it is limited to HVAC only it does not by itself satisfy the LEED fundamental commissioning requirement. Commissioning of other LEED required systems and coordination of documentation associated with this additional commissioning must be addressed.

USACE LEED Credit Documentation Tools LEED 2.2 Project Checklist. USACE Project Checklist spreadsheet for LEED 2.2 is available at http://en.sas.usace.army.mil to edit to create project-specific document. LEED 2.2 Documentation Requirements and Submittals Checklist. USACE Spreadsheet is available at http://en.sas.usace.army.mil to fill in for project submittals. Commissioning Plan Document for LEED Fundamental Commissioning USACE template available at http://en.sas.usace.army.mil to edit to create project-specific document. Owners Project Requirements Document for LEED Fundamental Commissioning. USACE template available at http://en.sas.usace.army.mil for Design Agent/Owner to edit to create project-specific document. Completed document should be included in DB RFPs or provided to Design Team at start of design. Basis of Design Document for LEED Fundamental Commissioning. USACE template available at http://en.sas.usace.army.mil for Designer of Record to edit to create project-specific document.

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LEED 2.2 Glazing Factor Tabulation Spreadsheet available at http://en.sas.usace.army.mil for PDT use in support of Daylighting credit


ATTACHMENT BLEED 2.2 Documentation Requirements And Submittals Checklist



Project NameProject Location LEED 2.2 Documentation Requirements and Submittals Checklist Project Number

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List of all Final Design submittals revised after final design to reflect actual closeout conditions. Revised Final Design submittals. - OR - Statement confirming that no changes have been made since final design that effect final design submittal documents.

SSPR1Construction Activity Pollution Prevention (PREREQUISITE) **Final Design

List of drawings and specifications that address the erosion control, particulate/dust control and sedimentation control measures to be implemented.

**Final Design

Narrative that indicates which compliance path was used (NPDES or Local standards) and describes the measures to be implemented on the project. If a local standard was followed, provide specific information to demonstrate that the local standard is equal to or more stringent than the NPDES program.

SS1 Site Selection Final Design Statement confirming that project does not meet any of the prohibited criteria.

Final Design X

LEED Site plan drawing that shows all proposed development, line depicting boundary of all bodies of water and/or wetlands within 100 feet of project boundary and a line depicting 5' elevation above 100 year flood line that falls within project boundary. Not required if neither condition applies.

SS2Development Density & Community

Connectivity Final DesignOption 1: LEED Site vicinity plan showing project site and surrounding development. Show density boundary or note drawing scale.

Final Design

Option 1: Table indicating, for project site and all surrounding sites within density radius (keyed to site vicinity plan), site area and building area. Project development density calculation. Density radius calculation. Development density calculation within density radius.

Final Design

Option 2: LEED Site vicinity plan showing project site, the 1/2 mile community radius, pedestrian walkways and the locations of the residential development(s) and Basic Services surrounding the project site.

Final DesignOption 2: List (including business name and type) of all Basic Services facilities within the 1/2 mile radius, keyed to site vicinity plan.

SS3 Brownfield Redevelopment Final DesignNarrative describing contamination and the remediation activities included in project. Include statement indicating how site was determined to be a brownfield.

SS4.1Alternative Transportation: Public

Transportation Access Final Design

Statement indicating which option for compliance applies. State whether public transportation is existing or proposed and, if proposed, cite source of this information.

Final DesignOption 1: LEED Site vicinity plan showing project site, mass transit stops and pedestrian path to them with path distance noted.

Final DesignOption 2: LEED Site vicinity plan showing project site, bus stops and pedestrian path to them with path distance noted.

SS4.2Alternative Transportation: Bicycle

Storage & Changing Rooms Final DesignFTE calculation. Bicycle storage spaces calculation. Shower/changing facilities calculation.

Final DesignList of drawings that show the location(s) of bicycle storage areas. Statement indicating distance from building entrance.

Final DesignList of drawings that show the location(s) of shower/changing facilities and, if located outside the buiding, statement indicating distance from building entrance.

SS4.3Alternative Transportation: Low Emitting

& Fuel Efficient Vehicles Final DesignStatement indicating which option for compliance applies. FTE calculation. Statement indicating total parking capacity of site.

Final Design Option 1: Low-emission & fuel-efficient vehicle calculation.

Final Design

Option 1: List of drawings and specification references that show location and number of preferred parking spaces for low-emission & fuel-efficient vehicles and signage.

Final Design

Option 1: Statement indicating quantity, make, model and manufacturer of low-emission & fuel-efficient vehicles to be provided. Statement confirming vehicles are zero-emission or indicating ACEEE vehicle scores.

Final Design Option 2: Low-emission & fuel-efficient vehicle parking calculation.

GENERAL - Include all required LEED drawings indicated below in contract drawings with applicable discipline drawings, labeled For Reference Only.

NOTE: Each submittal indicated with "**" differs from USGBC certified project submittals by either having a different due date or being an added submittal not required by USGBC.

GENERAL - For all credits, narrative/comments may be added to describe special circumstances or considerations regarding the project's credit approach.

GENERAL

CATEGORY 1 - SUSTAINABLE SITES

GENERAL - All calculations shall be in accordance with LEED 2.2 Reference Guide.GENERAL: Obtain excel version of this spreadsheet at http://en.sas.usace.army.mil, "Engineering Criteria".

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Final DesignOption 2: List of drawings and specification references that show location and number of preferred parking spaces and signage.

Final Design Option 3: Low-emission & fuel-efficient vehicle refueling station calculation.

Final DesignOption 3: List of drawings and specifications indicating location and number of refueling stations, fuel type and fueling capacity for each station for an 8-hour period.

Closeout X

Option 3: Construction product submittals indicating what was provided and confirming compliance with respect to fuel type and fueling capacity for each station for an 8-hour period.

SS4.4Alternative Transportation: Parking

Capacity Final Design Statement indicating which option for compliance applies.

Final DesignOption 1: Preferred parking calculation including number of spaces required, total provided, preferred spaces provided and percentage.

Final DesignOption 2: FTE calculation. Preferred parking calculation including number of spaces provided, preferred spaces provided and percentage.

Final DesignOptions 1 and 2: List of drawings and specification references that show location and number of preferred parking spaces and signage.

Final Design

Option 3: Narrative indicating number of spaces required and provided and describing infrastructure and support programs with description of project features to support them.

SS5.1Site Development: Protect or Restore

Habitat **Final DesignOption 1: List of drawing and specification references that convey site disturbance limits.

**Final DesignOption 2: LEED site plan drawing that delineates boundaries of each preserved and restored habitat area with area (sf) noted for each.

**Final Design

Option 2: Percentage calculation of restored/preserved habitat to total site area. List of drawings and specification references that convey restoration planting requirements.

SS5.2Site Development: Maximize Open

Space Final Design

Option 2: LEED site plan drawing delineating boundary of vegetated open space adjacent to building with areas of building footprint and designated open space noted.

SS6.1 Stormwater Design: Quantity Control Final Design Statement indicating which option for compliance applies.

Final Design

Option 1: Indicate pre-development and post-development runoff rate(cfs) and runoff quantity (cf) -OR - Narrative describing site conditions, measures and controls to be implemented to prevent excessive stream velocities and erosion.

Final DesignOption 2: Indicate pre-development and post-development runoff rate(cfs) and runoff quantity (cf). Indicate percent reduction in each.

SS6.2 Stormwater Design: Quality Control Final Design

For non-structural controls, list all BMPs used and, for each, describe the function of the BMP and indicate the percent annual rainfall treated. List all structural controls and, for each, describe the pollutant removal and indicate the percent annual rainfall treated.

SS7.1 Heat Island Effect: Non-Roof **Final Design

LEED site plan drawing indicating locations and quantities of each paving type, including areas of shaded pavement. Percentage calculation indicating percentage of reflective/shaded/open grid area.

SS7.2 Heat Island Effect: Roof Final Design

Option 1: Percentage calculation indicating percentage of SRI compliant roof area. List of drawings and specification references that convey SRI requirements and roof slopes.

CloseoutOption 1: List of installed roof materials indicating, for each, manufacturer, product name and identification, SRI value and roof slope.

Closeout X Option 1: Manufacturer published product data or certification confirming SRI

Final Design Option 2: Percentage calculation indicating percentage of vegetated roof area.

Final Design Option 3: Combined reflective and green roof calculation.

CloseoutOption 3: List of installed roof materials indicating, for each, manufacturer, product name and identification, SRI value and roof slope.

Closeout X Option 3: Manufacturer published product data or certification confirming SRI

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SS8 Light Pollution Reduction Final Design

Interior Lighting: List of drawings and specification references that convey interior lighting requirements (location and type of all installed interior lighting, location of non-opaque exterior envelope surfaces, allowing confirmation that maximum candela value from interiorfixtures does not intersect non-opaque building envelope surfaces).- OR - List of drawings and specification references that show automatic lighting controls that turn off non-essential lighting during non-business hours.

Final Design

Exterior Lighting: List of drawings and specification references that convey exterior lighting requirements (location and type of all site lighting and building façade/landscape lighting).

Final Design

Exterior Site Lighting Power Density (LPD): Tabulation for exterior site lighting indicating, for each location identification or description, units of measure, area or distance of the location, actual LPD using units consistent with ASHRAE 90.1, and the ASHRAE allowable LPD for that type of location. Percentage calculation of actual versus allowable LPD for all site lighting.

Final Design

Exterior Building Facade/Landscape Lighting Power Density (LPD): Tabulation for exterior building facade/landscape lighting indicating, for each location identification or description, units of measure, area or distance of the location, actual LPD using units consistent with ASHRAE 90.1, and the ASHRAE allowable LPD for that type of location. Percentage calculation of actual versus allowable LPD for all building facade/landscape lighting.

Final DesignExterior Lighting IESNA Zone: Indicate which IESNA zone is applicable to the project.

Final Design

Exterior Lighting Site Lumen table indicating, for each fixture type, quantity installed, initial lamp lumens per luminaire, initial lamp lumens above 90 degrees from Nadir, total lamp lumens and total lamp lumens above 90 degrees. Percentage of site lamp lumens above 90 degrees from nadir to total lamp lumens.

Final DesignExterior Lighting Narrative describing analysis used for addressing requirements for light trespass at site boundary and beyond.

WE1.1Water Efficient Landscaping: Reduce by

50% Final Design Statement indicating which option for compliance applies.

Final Design

Calculation indicating, for baseline and design case, total water applied, total potable water applied, total non-potable water applied. Design case percent potable water reduction. If nonpotable water is used, indicate source of nonpotable water.

Final Design List of landscape plan drawings.

Final Design

Narrative describing landscaping and irrigation design strategies, including water use calculation methodology used to determine savings and, if non-potable water is used, specific information about source and available quantity.

WE1.2Water Efficient Landscaping: No

Potable Water Use or No Irrigation Same as WE1.1 Same as WE1.1

WE2 Innovative Wastewater Technologies Final Design Statement confirming which option for compliance applies.

Final DesignStatement confirming which occupancy breakdown applies (default or special). For special occupancy breakdown, indicate source and explanation for ratio.

Final DesignOccupancy calculation including male/female numbers for FTEs, visitors, students, customers, residential and other type occupants/users

Final DesignStatement indicating percent of male restrooms with urinals. Statement indicating annual days of operation.

Final Design

Baseline flush fixture calculation spreadsheet indicating, for each fixture type, gender, flush rate, daily uses per person for each occupant type identified in occupancy calculation and annual baseline flush fixture water usage.

Final Design

Design case flush fixture calculation spreadsheet indicating, for each fixture type, gender, fixture manufacturer, fixture model number, flush rate, percent of occupants using this fixture type, daily uses per person for each occupant type identified in occupancy calculation and annual design case flush fixture water usage.

Final Design

Option 1: If onsite non-potable water is used, identify source(s), indicate annual quantity from each source and indicate total annual quantity from all onsite non-potable water sources.

Final Design

Option 1: Summary calculation indicating baseline annual water consumption, design case annual water consumption, non-potable annual water consumption and total percentage annual water savings.

CATEGORY 2 – WATER EFFICIENCY

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Final DesignOption 2: Statement confirming on-site treatment of all generated wastewater to tertiary standards and all treated wastewater is either infiltrated or used on-site.

Final DesignOption 2: List of drawing and specification references that convey design of on-site wastewater treatment features.

Final Design

Option 2: On-site water treatment quantity calculation indicating all on-site wastewater source(s), annual quantity treated, annual quantity infiltrated and annual quantity re-used on site from each source and totals for annual quantity treated, annual quantity infiltrated and annual quantity re-used on site from all sources.

Final Design

Option 2: Wastewater summary calculation indicating design case annual flush fixture water usage, annual on-site water treatment and percentage sewage convyance reduction.

Final Design

Narrative describing project strategy for reduction of potable water use for sewage conveyance, including specific information on reclaimed water usage and treated wastewater usage.

WE3.1 Water Use Reduction: 20% Reduction Final DesignStatement confirming which occupancy breakdown applies (default or special). For special occupancy breakdown, indicate source and explanation for ratio.

Final DesignOccupancy calculation including male/female numbers for FTEs, visitors, students, customers, residential and other type occupants/users

Final DesignStatement indicating percent of male restrooms with urinals. Statement indicating annual days of operation.

Final Design

Baseline flush fixture calculation spreadsheet indicating, for each fixture type, gender, flush rate, daily uses per person for each occupant type identified in occupancy calculation and annual baseline flush fixture water usage.

Final Design

Design case flush fixture calculation spreadsheet indicating, for each fixture type, gender, fixture manufacturer, fixture model number, flush rate, percent of occupants using this fixture type, daily uses per person for each occupant type identified in occupancy calculation and annual design case flush fixture water usage.

Closeout X Manufacturer published product data or certification confirming fixture water usage.

WE3.2 Water Use Reduction: 30% Reduction Same as WE3.1 Same as WE3.1

EAPR1

Fundamental Commissioning of the Building Energy Systems

(PREREQUISITE) **Final Design **Owner's Project Requirements document**Final Design **Basis of Design document for commissioned systems**Final Design **Commissioning Plan

CloseoutStatement confirming all commissioning requirements have been incorporated into construction documents.

Closeout Commissioning Report

EAPR2Minimum Energy Performance

(PREREQUISITE) Final Design

Statement listing the mandatory provisions of ASHRAE 90.1 that project meets relative to compliance with this prerequisite and indicating which compliance path was used.

EAPR3Fundamental Refrigerant Management

(PREREQUISITE) Final Design Statement indicating which option for compliance applies.

Final DesignOption 2: Narrative describing phase out plan, including specific information on phase out dates and refrigerant quantities.

EA1 Optimize Energy Performance Final Design Statement indicating which compliance path option applies.

Final DesignOption 1: Statement confirming simulation software capabilities and confirming assumptions and methodology.

Final Design

Option 1: General information including simulation program, principal heating source, percent new construction and renovation, weather file, climate zone and Energy Start Target Finder score.

Final DesignOption 1: Space summary listing, for each building use, the conditioned area, unconditioned area and total area and include total area for each category

Final DesignOption 1: List of all simulation output advisory message data and show difference between baseline and proposed design

Final DesignOption 1: Comparison summary for energy model inputs including description of baseline and design case energy model inputs, showing both by element type

Final DesignOption 1: Energy type summary lising, for each energy type, utility rate description, units of energy and units of demand

CATEGORY 3 – ENERGY AND ATMOSPHERE

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Final Design

Option 1: Statement indicating whether project uses on-site renewable energy. If yes, list all sources and indicate, for each source, backup energy type, annual energy generated, rated capacity and renewable energy cost

Final DesignOption 1: If analysis includes exceptional calculation methods, statement describing how exceptional calculation measure cost savings is determined

Final Design

Option 1: If analysis includes exceptional calculation methods, for each exceptional calculation method indicate energy types and, for each energy type, annual energy savings, annual cost savings, and brief descriptive narrative

Final Design

Option 1: Baseline performance rating compliance report table indicating, for each energy end use, whether it is a process load, energy type, annual and peak energy demand for all four orientations. For each orientation indicate total annual energy use for each orientation and total annual process energy use.

Final DesignOption 1: Baseline energy cost table indicating, for each energy type, annual cost for all four orientations and building total energy cost.

Final Design

Option 1: Proposed Design performance rating compliance report table indicating, for each energy end use, whether it is a process load, energy type, annual and peak energy demand, baseline annual and peak energy demand and percent savings. Indicate total annual energy use and total annual process energy use for both proposed design and baseline and percent savings.

Final DesignOption 1: Proposed Design energy cost table indicating, for each energy type, annual cost for all four orientations and building total energy cost.

Final Design

Option 1: Energy cost and consumption by energy type report indicating, for each energy type, proposed design and baseline annual use and annual cost, percent savings annual use and annual cost. Indicate for renewable energy annual energy generated and annual cost. Indicate exceptional calculations annual energy savings and annual cost savings. Indicate building total annual energy use, annual energy cost for proposed design and baseline and indicate percent savings annual energy use and annual energy cost.

Final Design

Option 1: Compliance summaries from energy simulation software. If software does not produce compliance summaries provide output summaries and example input summaries for baseline and proposed design supporting data in the tables. Output summaries must include simulated energy consumption by end use and total energy use and cost by energy type. Example input summaries should represent most common systems and must include occupancy, use pattern, assumed envelope component sizes and descriptive features and assumed mechanical equipment types and descriptive features

Final DesignOption 1: Energy rate tariff from project energy providers (only if not using LEED Reference Guide default rates)

EA2.1 On-Site Renewable Energy Final Design Statement indicating which compliance path option applies.

Final Design

List all on-site renewable energy sources and indicate, for each source, backup energy type, annual energy generated, rated capacity and renewable energy cost. Indicate total annual energy use (all sources), total annual energy cost (all sources) and percent renewable energy cost.

Final DesignOption 1: Indicate, for renewable energy,proposed design total annual energy generated and annual cost.

Final Design

Option 2: Indicate CBECS building type and building gross area. Provide the following CBECS data: median annual electrical intensity, median annual non-electrical fuel intensity, average electric energy cost, average non-electric fuel cost, annual electric energy use and cost, annual non-electric fuel use and cost.

Final Design

Option 2: Narrative describing renewable systems and explaining calculation method used to estimate annual energy generated, including factors influencing performance.

EA2.2 On-Site Renewable Energy Same as EA2.1 Same as EA2.1

EA2.3 On-Site Renewable Energy Same as EA2.1 Same as EA2.1

EA3 Enhanced Commissioning **Final Design **Owner's Project Requirements document (OPR)**Final Design **Basis of Design document for commissioned systems (BOD)**Final Design **Commissioning Plan

CloseoutStatement confirming all commissioning requirements have been incorporated into construction documents.

Closeout **Commissioning Report**Final Design Statement by CxA confirming Commissioning Design Review

CloseoutStatement by CxA confirming review of Contractor submittals for compliance with OPR and BOD

Closeout **Systems Manual

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PAR FEATURE DUE AT REQUIRED DOCUMENTATION DATE REVCloseout Statement by CxA confirming completion of O&M staff and occupant training

Closeout**Scope of work for post-occupancy review of building operation, including plan for resolution of outstanding issues

**PredesignStatement confirming CxA qualifications and contractual relationships relative to work on this project, demonstrating that CxA is an independent third party.

EA4 Enhanced Refrigerant Management Final DesignRefrigerant impact calculation table with all building data and calculation values as shown in LEED 2.2 Reference Guide Example Calculations

Final Design Narrative describing light trespass analysis conducted to determine compliance

Closeout X Cut sheets highlighting refrigerant data for all HVAC components.

EA5 Measurement & Verification Closeout Statement indicating which compliance path option applies. Closeout Measurement and Verification PlanCloseout **Scope of work for post-occupancy implementation of M&V plan

EA6 Green Power Closeout Statement indicating which compliance path option applies. Closeout Option 1: Indicate proposed design total annual electric energy usageCloseout Option 2: Indicate actual total annual electric energy usage

CloseoutOption 3: Calculation indicating building type, total gross area, median electrical intensity and annual electric energy use

Closeout

Green power provider summary table indicating, for each purchase type, provider name, annual quantity green power purchased and contract term. Indicate total annual green power use and indicate percent green power

Closeout Narrative describing how Green Power or Green Tags are purchased

MRPR1Storage & Collection of Recyclables


Statement confirming that recycling area will accommodate recycling of plastic, metal, paper, cardboard and glass. Narrative indicating any other materials addressed and coordination with pickup.

MR1.1Building Reuse: Maintain 75% of

Existing Walls, Floors & Roof **Final DesignIf project includes a building addition, confirm that area of building addition does not exceed 2x the area of the existing building.

**Final DesignSpreadsheet listing, for each building structural/envelope element, the existing area and reused area. Total percent reused.

MR1.2Building Reuse: Maintain 95% of

Existing Walls, Floors & Roof Same as MR1.1 Same as MR1.1

MR1.3Building Reuse: Maintain 50% of Interior Non-Structural Elements **Final Design

If project includes a building addition, confirm that area of building addition does not exceed 2x the area of the existing building.

**Final DesignSpreadsheet listing, for each building interior non-structural element, the existing area and reused area. Total percent reused.

MR2.1Construction Waste Management:

Divert 50% From Disposal **Preconstruction Waste Management Plan

**Construction Quarterly and

Closeout

Spreadsheet calculations indicating material description, disposal/diversion location (or recycling hauler), weight, total waste generated, total waste diverted, diversion percentage

Preconstruction**Implementation Strategy Plan consisting of spreadsheet indicated above, filled in with estimated quantities to show strategy for achieving goal.

**Construction Quarterly and

Closeout Receipts/tickets for all items on spreadsheet

MR2.2Construction Waste Management:

Divert 75% From Disposal Same as MR2.1 Same as MR2.1

MR3.1 Materials Reuse: 5% Closeout Statement indicating total materials value and whether default or actual.

CloseoutSpreadsheet calculations indicating, for each reused/salvaged material, material description, source or vendor, cost. Total reused/salvaged materials percentage.

MR3.2 Materials Reuse: 10% Same as MR3.1 Same as MR3.1

MR4.1 Recycled Content: 10% (post-consumer + 1/2 pre-consumer) Closeout Statement indicating total materials value and whether default or actual.

CATEGORY 4 – MATERIALS AND RESOURCES

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Closeout

Spreadsheet calculations indicating, for each recycled content material, material name/description, manufacturer, cost, post-consumer recycled content percent, pre-consumer recycled content percent, source of recycled content data. Total post-consumer content materials cost, total pre-consumer content materials cost, total combined recycled content materials cost, recycled content materials percentage.

Final Design or NLT


Closeout XManufacturer published product data or certification, confirming recycled content percentages in spreadsheet

MR4.2 Recycled Content: 20% (post-consumer + 1/2 pre-consumer) Same as MR4.1 Same as MR4.1

MR5.1Regional Materials:10% Extracted,

Processed & Manufactured Regionally Closeout Statement indicating total materials value and whether default or actual.

Closeout

Spreadsheet calculations indicating, for each regional material, material name/description, manufacturer, cost, percent compliant, harvest distance, manufacture distance, source of manufacture and harvest location data. Total regional materials cost, regional materials percentage.

Final Design or NLT


Closeout XManufacturer published product data or certification confirming regional material percentages in spreadsheet

MR5.2Regional Materials:20% Extracted,

Processed & Manufactured Regionally Same as MR5.1 Same as MR5.1

MR6 Rapidly Renewable Materials Closeout Statement indicating total materials value and whether default or actual.

Closeout

Spreadsheet calculations indicating, for each rapidly renewable material, material name/description, manufacturer, cost, rapidly renewable content percent, rapidly renewable product value. Total rapidly renewable product value, rapidly renewable materials percentage.

Final Design or NLT


Closeout XManufacturer published product data or certification confirming rapidly renewable material percentages in spreadsheet

MR7 Certified Wood Closeout Statement indicating total materials value and whether default or actual.

Closeout

Spreadsheet calculations indicating, for each certified wood material, material name/description, vendor, cost, wood component percent, certified wood percent of wood component, FSC chain of custody certificate number. Total certified wood product value, certified wood materials percentage.

Final Design or NLT


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Vendor invoices, FSC chain of custody certificates and anufacturer published product data or certification confirming all certified wood materials percentages in spreadsheet.

EQPR1Minimum IAQ Performance


Statement indicating which option for compliance applies, stating applicable criteria/requirement, and confirming that project has been designed to meet the applicable requirements.

Final DesignNarrative describing the project's ventilation design, including specifics about fresh air intake volumes and special considerations.

EQPR2Environmental Tobacco Smoke (ETS)

Control (PREREQUISITE) Final Design

Statement indicating which option for compliance applies, stating applicable criteria/requirement, and confirming that project has been designed to meet the applicable requirements.

CATEGORY 5 – INDOOR ENVIRONMENTAL QUALITY

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Final DesignList of drawing and specification references that convey conformance to applicable requirements (signage, exhaust system, room separation details, etc).

EQ1 Outdoor Air Delivery Monitoring Final DesignStatement indicating which option for compliance applies and confirming that project has been designed to meet the applicable requirements.

Final DesignList of drawing and specification references that convey conformance to applicable requirements.

Final DesignNarrative describing the project's ventilation design and CO2 monitoring system, including specifics about monitors, operational parameters and setpoints.

Closeout X Cut sheets for CO2 monitoring system.

EQ2 Increased Ventilation Final DesignStatement indicating which option for compliance applies and confirming that project has been designed to meet the applicable requirements.

Final DesignNarrative describing the project's ventilation design, including specifics about zone fresh air intake volumes and demonstrating compliance.

Final Design

Option 2: Narrative describing design method used for determining natural ventilation design, including calculation methodology/model results and demonstrating compliance.

Final DesignList of drawing and specification references that convey conformance to applicable requirements.

EQ3.1Construction IAQ Management Plan:

During Construction **Preconstruction Construction IAQ Management Plan

Closeout Statement confirming whether air handling units were operated during construction

Closeout

Dated jobsite photos showing examples of IAQ management plan practices being implemented. Label photos to indicate which practice they demonstrate. Minimum one photo of each practice at each building.

Closeout

Spreadsheet indicating, for each filter installed during construction, the manufacturer, model number, MERV rating, location installed, and if it was replaced immediately prior to occupancy.

EQ3.2Construction IAQ Management Plan:

Before Occupancy **Preconstruction Construction IAQ Management Plan

CloseoutStatement indicating which option for compliance applies and confirming that required activities have occurred that meet the applicable requirements.

Closeout

Option 1a: Narrative describing the project's flushout process, including specifics about temperature, airflow and duration, special considerations (if any) and demonstrating compliance.

Closeout

Option 1b: Narrative describing the project's pre-occupancy and post-occupancy flushout processes, including specifics about temperature, airflow and duration, special considerations (if any) and demonstrating compliance.

Closeout

Option 2: Narrative describing the project's IAQ testing process, including specifics about contaminants tested for, locations, remaining work at time of test, retest parameters and special considerations (if any).

Closeout Option 2: IAQ testing report demonstrating compliance.

EQ4.1Low Emitting Materials: Adhesives &

Sealants Closeout

Spreadsheet indicating, for each applicable indoor adhesive, sealant and sealant primer used, the manufacturer, product name/model number, VOC content, LEED VOC limit, and source of VOC data.

Closeout

Spreadsheet indicating, for each applicable indoor aerosol adhesive, the manufacturer, product name/model number, VOC content, LEED VOC limit, and source of VOC data - OR - Statement confirming no indoor aerosol adhesives were used for the project.

Closeout XManufacturer published product data or certification confirming material VOCs in spreadsheet

EQ4.2Low Emitting Materials: Paints &

Coatings Closeout

Spreadsheet indicating, for each applicable indoor paint and coating used, the manufacturer, product name/model number, VOC content, LEED VOC limit, and source of VOC data.

Closeout

Spreadsheet indicating, for each applicable indoor anti-corrosive/anti-rust paint and coating used, the manufacturer, product name/model number, VOC content, LEED VOC limit, and source of VOC data - OR - Statement confirming no indoor anti-corrosive/anti-rust paints were used for the project .

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EQ4.3 Low Emitting Materials: Carpet Systems Closeout

Spreadsheet indicating, for each indoor carpet used, the manufacturer, product name/model number, if it meets LEED requirement (yes/no) and source of LEED compliance data.

Closeout

Spreadsheet indicating, for each indoor carpet cushion used, the manufacturer, product name/model number, if it meets LEED requirement (yes/no) and source of LEED compliance data - OR - Statement confirming no indoor carpet cushion was used for the project.

Closeout XManufacturer published product data or certification confirming material CRI label in spreadsheet

EQ4.4Low Emitting Materials: Composite

Wood & Agrifiber Products Closeout

Spreadsheet indicating, for each indoor composite wood and agrifiber product used, the manufacturer, product name/model number, if it contains added urea formaldehyde (yes/no) and source of LEED compliance data.

Closeout XManufacturer published product data or certification confirming material urea formaldehyde in spreadsheet

EQ5Indoor Chemical & Pollutant Source

Control Final Design

Spreadsheet indicating, for each permanent entryway system used, the manufacturer, product name/model number and description of system. Roll-up and carpet systems requiring weekly cleaning to earn this credit are not a permitted option for Army projects.

Final DesignList of drawing and specification references that convey locations and installation methods for entryway systems.

Final Design

Spreadsheet indicating, for each chemical use area, the room number, room name, description of room separation features (walls, floor/ceilings, openings) and pressure differential from surrounding spaces with doors closed - OR - Statement confirming that project includes no chemical use areas and that no hazardous cleaning materialsare needed for building maintenance.

Final Design

If project includes chemical use areas: List of drawing and specification references that convey locations of chemical use areas, room separation features and exhaust system.

Final Design

If project includes chemical use areas: Spreadsheet indicating, for AHUs/mechanical ventilation equipment serving occupied areas, the manufacturer, model number, MERV rating, location installed, and if it was replaced immediately prior to occupancy (yes/no) - OR - Statement confirming that project does not use mechanical equipment for ventilation of occupied areas.

EQ6.1 Controllability of Systems: Lighting Final Design

Calculation indicating total number of individual workstations, number of workstations with individual lighting controls and the percentage of workstations with individual lighting controls.

Final Design For each shared multi-occupant space, provide a brief description of lighting controls.

Final DesignNarrative describing lighting control strategy, including type and location of individual controls and type and location of controls in shared multi-occupant spaces.

EQ6.2Controllability of Systems: Thermal

Comfort Final Design

Calculation indicating total number of individual workstations, number of workstations with individual thermal comfort controls and the percentage of workstations with individual thermal comfort controls.

Final DesignFor each shared multi-occupant space, provide a brief description of thermal comfort controls.

Final DesignNarrative describing thermal comfort control strategy, including type and location of individual and shared multi-occupant controls.

EQ7.1 Thermal Comfort: Design Final Design

Design criteria spreadsheet indicating, for spring, summer, fall and winter, maximum indoor space design temperature, minimum indoor space design temperature and maximum indoor space design humidity.

Final Design

Narrative describing method used to establish thermal comfort control conditions and how systems design addresses the design criteria, including compliance with the referenced standard.

EQ7.2 Thermal Comfort: Verification Final DesignNarrative describing the scope of work for the thermal comfort survey, including corrective action plan development

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EQ8.1Daylight & Views: Daylight 75% of

Spaces Final Design

Option 1: Table indicating all regularly occupied spaces with space area and space area with 2% daylighting factor. Sum of regularly occupied areas and regularly occupied areas with 2% daylighting factor. Percentage calculation of areas with 2% daylighting factor to total regularly occupied areas.

Final Design Option 1: Glazing factor calculation tableFinal Design Option 2: Simulation model method, software and output data

Final Design

Option 2: Table indicating all regularly occupied spaces with space area, space area with minimum 25 footcandles daylighting illumination, and method of providing glare control. Sum of regularly occupied areas and regularly occupied areas with 25 fc daylighting. Percentage calculation of areas with 25 fc daylighting to total regularly occupied areas.

Final DesignFor all occupied spaces excluded from the calculation, provide narrative indicating reasons for excluding the space.

Final DesignList of drawing and specification references that convey exterior glazed opening head and sill heights and glazing performance properties.

Closeout XManufacturer published product data or certification confirming glazing Tvis in spreadsheet

EQ8.2Daylight & Views: Views for 90% of

Spaces Final Design

Table indicating all regularly occupied spaces with space area and space area with access to views. Sum of regularly occupied areas and regularly occupied areas with access to views. Percentage calculation of areas with views to total regularly occupied areas.

Final DesignFor all occupied spaces excluded from the calculation, provide narrative indicating reasons for excluding the space.

Final Design

LEED Floor plan drawings showing line of sight diagramming of views areas in each regularly occupied space. List of drawing/specification references that convey exterior glazed opening head and sill heights.

IDc1.1 Innovation in Design Varies

Narrative decribing intent, requirement for credit, project approach to the credit. List of drawings and specification references that convey implementation of credit. All other documentation that validates claimed credit.

IDc1.2 Innovation in Design VariesIDc1.3 Innovation in Design VariesIDc1.4 Innovation in Design Varies

IDc2 LEED Accredited Professional Final DesignNarrative indicating name of LEED AP, company name of LEED AP, description of LEED AP's role and responsiblilities in the project.

CATEGORY 6 – FACILITY DELIVERY PROCESS

12 Feb 2007 Page 10 of 10




SECTION 01 35 29

SAFETY AND OCCUPATIONAL HEALTH REQUIREMENTS

04/06

PART 1 GENERAL

1.1 REFERENCES 1.2 SUBMITTALS 1.3 DEFINITIONS 1.4 REGULATORY REQUIREMENTS 1.5 SITE QUALIFICATIONS, DUTIES AND MEETINGS 1.5.1 Personnel Qualifications 1.5.1.1 Site Safety and Health Officer (SSHO) 1.5.1.2 Crane Operators 1.5.2 Personnel Duties 1.5.2.1 Site Safety and Health Officer (SSHO)/Superintendent 1.5.3 Meetings 1.5.3.1 Preconstruction Conference 1.6 ACCIDENT PREVENTION PLAN (APP) 1.6.1 Abbreviated Accident Prevention Plan (AAPP) 1.6.2 Site-Specific Accident Prevention Plan (SSAPP) 1.7 ACTIVITY HAZARD ANALYSIS (AHA) 1.8 DISPLAY OF SAFETY INFORMATION 1.9 SITE SAFETY REFERENCE MATERIALS 1.10 EMERGENCY MEDICAL TREATMENT 1.11 REPORTS 1.11.1 Accident Reports 1.11.2 Accident Notification 1.11.3 Monthly Exposure Reports 1.11.4 Crane Reports 1.11.5 Certificate of Compliance 1.12 HOT WORK

PART 2 PRODUCTS

PART 3 EXECUTION

3.1 CONSTRUCTION AND/OR OTHER WORK 3.1.1 Hazardous Material Exclusions 3.1.2 Unforeseen Hazardous Material 3.2 PRE-OUTAGE COORDINATION MEETING 3.3 FALL HAZARD PROTECTION AND PREVENTION PROGRAM 3.3.1 Training 3.3.2 Fall Protection Equipment and Systems 3.3.2.1 Personal Fall Arrest Equipment 3.3.3 Fall Protection for Roofing Work 3.3.4 Existing Anchorage 3.3.5 Horizontal Lifelines 3.3.6 Guardrails and Safety Nets



3.3.7 Rescue and Evacuation Procedures 3.4 SCAFFOLDING 3.4.1 Stilts 3.5 EQUIPMENT 3.5.1 Material Handling Equipment 3.5.2 Weight Handling Equipment 3.6 EXCAVATIONS 3.6.1 Utility Locations 3.6.2 Utility Location Verification 3.6.3 Shoring Systems 3.6.4 Trenching Machinery 3.7 UTILITIES WITHIN CONCRETE SLABS 3.8 ELECTRICAL 3.8.1 Conduct of Electrical Work 3.8.2 Portable Extension Cords 3.9 WORK IN CONFINED SPACES




SECTION 01 35 29

SAFETY AND OCCUPATIONAL HEALTH REQUIREMENTS04/06

PART 1 GENERAL

1.1 REFERENCES


AMERICAN SOCIETY OF SAFETY ENGINEERS (ASSE/SAFE)

ASSE/SAFE A10.32 (2004) Personal Fall Protection - Safety Requirements for Construction and Demolition Operations

ASSE/SAFE Z359.1 (1992; R 1999) Safety Requirements for Personal Fall Arrest Systems, Subsystems and Components

ASSE/SAFE A10.34 (2001; R 2005) Protection of the Public on or Adjacent to Construction Sites

ASME INTERNATIONAL (ASME)

ASME B30.22 (2005) Articulating Boom Cranes

ASME B30.3 (2004) Construction Tower Cranes

ASME B30.5 (2004) Mobile and Locomotive Cranes

ASME B30.8 (2004) Floating Cranes and Floating Derricks

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 10 (2006; Errata 2006) Portable Fire Extinguishers

NFPA 13 Standard for Installation of Sprinkler Systems

NFPA 51B (2003) Fire Prevention During Welding, Cutting, and Other Hot Work

NFPA 45 Standard on Fire Protection for Laboratories Using Chemicals

NFPA 70 (2005; TIA 2005) National Electrical Code

NFPA 70E (2004; AMD 2004) Electrical Safety in the Workplace

NFPA 99 Health Care Facilities



NFPA 101 Life Safety Code


EM 385-1-1 (2003) Safety -- Safety and Health Requirements

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

29 CFR 1910.146 Permit-required Confined Spaces

29 CFR 1926 Safety and Health Regulations for Construction

29 CFR 1926.500 Fall Protection

1.2 SUBMITTALS

Government acceptance 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 Sections 01 33 00.05 20 CONSTRUCTION SUBMITTAL PROCEDURES and 01 33 10.05 20 DESIGN SUBMITTAL PROCEDURES:


Accident Prevention Plan (APP); G

Abbreviated Accident Prevention Plan; G

Site-Specific Accident Prevention Plan; G

Activity Hazard Analysis (AHA); G

Proof of qualification for Crane Operators; G

SD-06 Test Reports

Reports

Submit reports as their incidence occurs, in accordance with the requirements of the paragraph entitled, "Reports."

Accident Reports

Monthly Exposure Reports

Crane Reports

SD-07 Certificates

Confined Space Entry Permit

Hot work permit

Certificate of Compliance (Crane)



Submit one copy of each permit/certificate attached to each Daily Quality Control Report.

1.3 DEFINITIONS

a. High Visibility Accident. Any mishap which may generate publicity and/or high visibility.

b. Medical Treatment. Treatment administered by a physician or by registered professional personnel under the standing orders of a physician. Medical treatment does not include first aid treatment even through provided by a physician or registered personnel.

c. Recordable Injuries or Illnesses. Any work-related injury or illness that results in:

(1) Death, regardless of the time between the injury and death, or the length of the illness;

(2) Days away from work (any time lost after day of injury/illness onset);

(3) Restricted work;

(4) Transfer to another job;

(5) Medical treatment beyond first aid;

(6) Loss of consciousness; or

(7) A significant injury or illness diagnosed by a physician or other licensed health care professional, even if it did not result in (1) through (6) above.

g. "USACE" property and equipment specified in USACE EM 385-1-1 should be interpreted as Government property and equipment.

h. Weight Handling Equipment (WHE) Accident. A WHE accident occurs when any one or more of the six elements in the operating envelope fails to perform correctly during operation, including operation during maintenance or testing resulting in personnel injury or death; material or equipment damage; dropped load; derailment; two-blocking; overload; and/or collision, including unplanned contact between the load, crane, and/or other objects. A dropped load, derailment, two-blocking, overload and collision are considered accidents even though no material damage or injury occurs. A component failure (e.g., motor burnout, gear tooth failure, bearing failure) is not considered an accident solely due to material or equipment damage unless the component failure results in damage to other components (e.g., dropped boom, dropped load, roll over, etc.).

1.4 REGULATORY REQUIREMENTS

In addition to the detailed requirements included in the provisions of this contract, work performed shall comply with USACE EM 385-1-1, and federal, state, and local, laws, ordinances, criteria, rules and regulations. Submit matters of interpretation of standards to the appropriate administrative agency for resolution before starting work. Where the



requirements of this specification, applicable laws, criteria, ordinances, regulations, and referenced documents vary, the most stringent requirements shall apply.

1.5 SITE QUALIFICATIONS, DUTIES AND MEETINGS

1.5.1 Personnel Qualifications

1.5.1.1 Site Safety and Health Officer (SSHO)

Site Safety and Health Officer (SSHO) shall be provided at the work site at all times to perform safety and occupational health management, surveillance, inspections, and safety enforcement for the Contractor. The Contractor Quality Control (QC) person can be the SSHO on this project unless otherwise noted by the Contracting Officer. The SSHO shall meet the following requirements:

Level 2: A minimum of 3 years safety work on similar project.30-hour OSHA construction safety class or equivalent within last 3 years. Competent person training as needed.

1.5.1.2 Crane Operators

Crane operators shall meet the requirements in USACE EM 385-1-1, Section 16 and Appendix G. In addition, for mobile cranes with Original Equipment Manufacturer (OEM) rated capacitates of 50,000 pounds or greater, crane operators shall be designated as qualified by a source that qualifies crane operators (i.e., union, a government agency, or and organization that tests and qualifies crane operators). Proof of current qualification shall be provided.

Crane operators shall also meet the requirements of the State of Hawaii for Crane certification.

1.5.2 Personnel Duties

1.5.2.1 Site Safety and Health Officer (SSHO)/Superintendent

a. Conduct daily safety and health inspections and maintain a written log which includes area/operation inspected, date of inspection, identified hazards, recommended corrective actions, estimated and actual dates of corrections. Safety inspection logs shall be attached to the Contractors' daily quality control report.

b. Conduct mishap investigations and complete required reports. Maintain the OSHA Form 300 and Daily Production reports for prime and sub-contractors.

c. Maintain applicable safety reference material on the job site.

d. Attend the pre-construction conference, pre-work meetings including preparatory inspection meeting, and periodic in-progress meetings.

e. Implement and enforce accepted APPS and AHAs.

f. Maintain a safety and health deficiency tracking system that monitors outstanding deficiencies until resolution. A list of



unresolved safety and health deficiencies shall be posted on the safety bulletin board.

g. Ensure sub-contractor compliance with safety and health requirements.

Failure to perform the above duties may result in dismissal of the superintendent and/or SSHO, and a project work stoppage. The project work stoppage will remain in effect pending approval of a suitable replacement.

1.5.3 Meetings

1.5.3.1 Preconstruction Conference

a. Contractor representatives who have a responsibility or significant role in accident prevention on the project shall attend the preconstruction conference. This includes the project superintendent, site safety and health officer, quality control supervisor, or any other assigned safety and health professionals who participated in the development of the APP (including the Activity Hazard Analyses (AHAs) and special plans, program and procedures associated with it).

b. The Contractor shall discuss the details of the submitted APP to include incorporated plans, programs, procedures and a listing of anticipated AHAs that will be developed and implemented during the performance of the contract. This list of proposed AHAs will be reviewed at the conference and an agreement will be reached between the Contractor and the Contracting Officer's representative as to which phases will require an analysis. In addition, a schedule for the preparation, submittal, review, and acceptance of AHAs shall be established to preclude project delays.

c. Deficiencies in the submitted APP will be brought to the attention of the Contractor at the preconstruction conference, and the Contractor shall revise the plan to correct deficiencies and re-submit it for acceptance. Work shall not begin until there is an accepted APP.

d. The functions of a Preconstruction conference may take place at the Post-Award Kickoff meeting for Design Build Contracts.

1.6 ACCIDENT PREVENTION PLAN (APP)

The Contractor shall use a qualified person to prepare the written site-specific APP. Prepare the APP in accordance with the format and requirements of USACE EM 385-1-1 and as supplemented herein. Cover all paragraph and subparagraph elements in USACE EM 385-1-1, Appendix A, "Minimum Basic Outline for Accident Prevention Plan". Specific requirements for some of the APP elements are described below. The APP shall be job-specific and shall address any unusual or unique aspects of the project or activity for which it is written. The APP shall interface with the Contractor's overall safety and health program. Any portions of the Contractor's overall safety and health program referenced in the APP shall be included in the applicable APP element and made site-specific. The Government considers the Prime Contractor to be the "controlling authority" for all work site safety and health of the subcontractors. Contractors are responsible for informing their subcontractors of the safety provisions under the terms of the contract and the penalties for noncompliance, coordinating the work to prevent one craft from interfering with or creating hazardous working conditions for other crafts, and inspecting



subcontractor operations to ensure that accident prevention responsibilities are being carried out. The APP shall be signed by the person and firm (senior person) preparing the APP, the Contractor, the on-site superintendent, the designated site safety and health officer and any designated CSP and/or CIH.

Submit the APP to the Contracting Officer 15 calendar days prior to the date of the preconstruction conference for acceptance. Work cannot proceed without an accepted APP.

Once accepted by the Contracting Officer, the APP and attachments will be enforced as part of the contract. Disregarding the provisions of this contract or the accepted APP will be cause for stopping of work, at the discretion of the Contracting Officer, until the matter has been rectified.

Once work begins, changes to the accepted APP shall be made with the knowledge and concurrence of the Contracting Officer, project superintendent, SSHO and quality control manager. Should any hazard become evident, stop work in the area, secure the area, and develop a plan to remove the hazard. Notify the Contracting Officer within 24 hours of discovery. Eliminate/remove the hazard. In the interim, all necessary action shall be taken to restore and maintain safe working conditions in order to safeguard onsite personnel, visitors, the public (as defined by ASSE/SAFE A10.34,) and the environment.

Copies of the accepted plan will be maintained at the resident engineer's office and at the job site. The APP shall be continuously reviewed and amended, as necessary, throughout the life of the contract. Unusual or high-hazard activities not identified in the original APP shall be incorporated in the plan as they are discovered.

1.6.1 Abbreviated Accident Prevention Plan (AAPP)

Prepare a "fill-in-the blank" template Abbreviated Accident Prevention Plan to be used for all design phase site visits. The template shall be capable of being adapted to sites specified in the individual task orders and shall be prepared prior to each site visit. Tailor this AAPP to each specific site visit and submit to the Contracting Officer in time to allow review and acceptance prior to making the site visit. The site specific AAPP is to be used for a site visit only. An example of an AAPP is provided in Attachment A of this specification.

1.6.2 Site-Specific Accident Prevention Plan (SSAPP)

The SSAPP shall address those elements, which are specific to the task order project site, and has potential for negative effects on the safety and health of workers and other personnel on site. The SSAAP shall be an implementing document with emphasis on "WHO" will have each of the specific responsibilities included, and "HOW" and "WHEN" each of the applicable requirements will be performed. Where a specific element is not applicable, the Contractor shall make negative declaration in the plan to establish that adequate consideration was given the topic, and a brief justification for its omission shall be given. If applicable, this SSAAP shall cover the safety and health aspects of asbestos and/or lead-based paint inspection and removal but is not intended to take the place of plans and specifications. Hazardous and toxic chemicals and environmental remediation (RCRA and CERCLA clean-up) are not covered under this SSAAP.



1.7 ACTIVITY HAZARD ANALYSIS (AHA)

The Activity Hazard Analysis (AHA) format shall be in accordance with USACE EM 385-1-1. Submit the AHA for review at least 15 calendar days prior to the start of each phase. Format subsequent AHAs as amendments to the APP. The analysis should be used during daily inspections to ensure the implementation and effectiveness of the activity's safety and health controls.

The AHA list will be reviewed periodically (at least monthly) at the Contractor supervisory safety meeting and updated as necessary when procedures, scheduling, or hazards change.

The activity hazard analyses shall be developed using the project schedule as the basis for the activities performed. Any activities listed on the project schedule will require an AHA. The AHAs will be developed by the contractor, supplier or subcontractor and provided to the prime contractor for submittal to the Contracting Officer.

1.8 DISPLAY OF SAFETY INFORMATION

Within 1 calendar days after commencement of work, erect a safety bulletin board at the job site. The safety bulletin board shall include information and be maintained as required by EM 385-1-1, section 01.A.06. Additional items required to be posted include:

a. Confined space entry permit.

b. Hot work permit.

1.9 SITE SAFETY REFERENCE MATERIALS

Maintain safety-related references applicable to the project, including those listed in the article "References." Maintain applicable equipment manufacturer's manuals.

1.10 EMERGENCY MEDICAL TREATMENT

Contractors will arrange for their own emergency medical treatment. Government has no responsibility to provide emergency medical treatment.

1.11 REPORTS

1.11.1 Accident Reports

a. For recordable injuries and illnesses, and property damage accidents resulting in at least $2,000 in damages, the Prime Contractor shall conduct an accident investigation to establish the root cause(s) of the accident, complete the USACE Accident Report Form 3394 and provide the report to the Contracting Officer within 5 calendar day(s) of the accident. The Contracting Officer will provide copies of any required or special forms.

b. For any weight handling equipment accident (including rigging gear accidents) the Prime Contractor shall conduct an accident investigation to establish the root cause(s) of the accident, complete the WHE Accident Report (Crane and Rigging Gear) form and provide the report to the Contracting Officer within 30 calendar days of the accident. Crane operations shall not proceed until cause is determined and corrective



actions have been implemented to the satisfaction of the contracting officer. The Contracting Officer will provide a blank copy of the accident report form.

1.11.2 Accident Notification

Notify the Contracting Officer as soon as practical, but not later than four hours, after any accident meeting the definition of Recordable Injuries or Illnesses or High Visibility Accidents, property damage equal to or greater than $2,000, or any weight handling equipment accident. Information shall include contractor name; contract title; type of contract; name of activity, installation or location where accident occurred; date and time of accident; names of personnel injured; extent of property damage, if any; extent of injury, if known, and brief description of accident (to include type of construction equipment used, PPE used, etc.). Preserve the conditions and evidence on the accident site until the Government investigation team arrives on-site and Government investigation is conducted.

1.11.3 Monthly Exposure Reports

Monthly exposure reporting to the Contracting Officer is required to be attached to the monthly billing request. This report is a compilation of employee-hours worked each month for all site workers, both prime and subcontractor. The Contracting Officer will provide copies of any special forms.

1.11.4 Crane Reports

Submit crane inspection reports required in accordance with USACE EM 385-1-1, Appendix H and as specified herein with Daily Reports of Inspections.

1.11.5 Certificate of Compliance

The Contractor shall provide a Certificate of Compliance for each crane entering an activity under this contract (see Contracting Officer for a blank certificate). Certificate shall state that the crane and rigging gear meet applicable OSHA regulations (with the Contractor citing which OSHA regulations are applicable, e.g., cranes used in construction, demolition, or maintenance shall comply with 29 CFR 1926 and USACE EM 385-1-1 section 16 and Appendix H. Certify on the Certificate of Compliance that the crane operator(s) is qualified and trained in the operation of the crane to be used. For cranes at DOD activities in foreign countries, the Contractor shall certify that the crane and rigging gear conform to the appropriate host country safety standards. The Contractor shall also certify that all of its crane operators working on the DOD activity have been trained in the proper use of all safety devices (e.g., anti-two block devices). These certifications shall be posted on the crane.

1.12 HOT WORK

Prior to performing "Hot Work" (welding, cutting, etc.) or operating other flame-producing/spark producing devices, a written permit shall be requested from the Fire Division. CONTRACTORS ARE REQUIRED TO MEET ALL CRITERIA BEFORE A PERMIT IS ISSUED. The Contractor will provide at least two (2) twenty (20) pound 4A:20 BC rated extinguishers for normal "Hot Work". All extinguishers shall be current inspection tagged, approved safety pin and tamper resistant seal. It is also mandatory to have a designated FIRE WATCH for any "Hot Work" done at this activity. The Fire



Watch shall be trained in accordance with NFPA 51B and remain on-site for a minimum of 30 minutes after completion of the task or as specified on the hot work permit.

When starting work in the facility, Contractors shall require their personnel to familiarize themselves with the location of the nearest fire alarm boxes and place in memory the emergency Fire Division phone number. ANY FIRE, NO MATTER HOW SMALL, SHALL BE REPORTED TO THE RESPONSIBLE FIRE DIVISION IMMEDIATELY.

Obtain services from a NFPA Certified Marine Chemist for "HOT WORK" within or around flammable materials (such as fuel systems, welding/cutting on fuel pipes) or confined spaces (such as sewer wet wells, manholes, vaults, etc.) that have the potential for flammable or explosive atmospheres.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

3.1 CONSTRUCTION AND/OR OTHER WORK

3.1.1 Hazardous Material Exclusions

Notwithstanding any other hazardous material used in this contract, radioactive materials or instruments capable of producing ionizing/non-ionizing radiation (with the exception of radioactive material and devices used in accordance with USACE EM 385-1-1 such as nuclear density meters for compaction testing and laboratory equipment with radioactive sources) as well as materials which contain asbestos, mercury or polychlorinated biphenyls, di-isocynates, lead-based paint are prohibited. The Contracting Officer, upon written request by the Contractor, may consider exceptions to the use of any of the above excluded materials.

3.1.2 Unforeseen Hazardous Material

The site investigation and design should have identified materials such as PCB, lead paint, and friable and non-friable asbestos. If additional material, not indicated, that may be hazardous to human health upon disturbance during construction operations is encountered, stop that portion of work and notify the Contracting Officer immediately. Within 14 calendar days the Government will determine if the material is hazardous. If material is not hazardous or poses no danger, the Government will direct the Contractor to proceed without change. If material is hazardous and handling of the material is necessary to accomplish the work, the Government will issue a modification pursuant to "FAR 52.243-4, Changes" and "FAR 52.236-2, Differing Site Conditions."

3.2 PRE-OUTAGE COORDINATION MEETING

Contractors are required to apply for utility outages at least 15 days in advance. As a minimum, the request should include the location of the outage, utilities being affected, duration of outage and any necessary sketches. Special requirements for electrical outage requests are contained elsewhere in this specification section. Once approved, and prior to beginning work on the utility system requiring shut down, the Contractor shall attend a pre-outage coordination meeting with the



Contracting Officer and the Installation representative to review the scope of work and the lock-out/tag-out procedures for worker protection. No work will be performed on energized electrical circuits unless proof is provided that no other means exist.

3.3 FALL HAZARD PROTECTION AND PREVENTION PROGRAM

The Contractor shall establish a fall protection and prevention program, for the protection of all employees exposed to fall hazards. The program shall include company policy, identify responsibilities, education and training requirements, fall hazard identification, prevention and control measures, inspection, storage, care and maintenance of fall protection equipment and rescue and evacuation procedures.

3.3.1 Training

The Contractor shall institute a fall protection training program. As part of the Fall Hazard Protection and Prevention Program, the Contractor shall provide training for each employee who might be exposed to fall hazards. A competent person for fall protection shall provide the training. Training requirements shall be in accordance with USACE EM 385-1-1, section 21.A.16.

3.3.2 Fall Protection Equipment and Systems

The Contractor shall enforce use of the fall protection equipment and systems designated for each specific work activity in the Fall Protection and Prevention Plan and/or AHA at all times when an employee is exposed to a fall hazard. Employees shall be protected from fall hazards as specified in EM 385-1-1, section 21. In addition to the required fall protection systems, safety skiff, personal floatation devices, life rings etc., are required when working above or next to water in accordance with USACE EM 385-1-1, paragraphs 05.H. and 05.I. Personal fall arrest systems are required when working from an articulating or extendible boom, swing stages, or suspended platform. In addition, personal fall arrest systems are required when operating other equipment such as scissor lifts if the work platform is capable of being positioned outside the wheelbase. The need for tying-off in such equipment is to prevent ejection of the employee from the equipment during raising, lowering, or travel. Fall protection must comply with 29 CFR 1926.500, Subpart M, USACE EM 385-1-1 and ASSE/SAFE A10.32.

3.3.2.1 Personal Fall Arrest Equipment

Personal fall arrest equipment, systems, subsystems, and components shall meet ASSE/SAFE Z359.1. Only a full-body harness with a shock-absorbing lanyard or self-retracting lanyard is an acceptable personal fall arrest body support device. Body belts may only be used as a positioning device system (for uses such as steel reinforcing assembly and in addition to an approved fall arrest system). Harnesses shall have a fall arrest attachment affixed to the body support (usually a Dorsal D-ring) and specifically designated for attachment to the rest of the system. Only locking snap hooks and carabiners shall be used. Webbing, straps, and ropes shall be made of synthetic fiber. The maximum free fall distance when using fall arrest equipment shall not exceed 1.8 m (6 feet). The total fall distance and any swinging of the worker (pendulum-like motion) that can occur during a fall shall always be taken into consideration when attaching a person to a fall arrest system.



3.3.3 Fall Protection for Roofing Work

Fall protection controls shall be implemented based on the type of roof being constructed and work being performed. The roof area to be accessed shall be evaluated for its structural integrity including weight-bearing capabilities for the projected loading.

a. Low Sloped Roofs:

(1) For work within 1.8 m (6 feet) of an edge, on low-slope roofs, personnel shall be protected from falling by use of personal fall arrest systems, guardrails, or safety nets.

(2) For work greater than 1.8 m (6 feet) from an edge, warning lines shall be erected and installed in accordance with 29 CFR 1926.500 and USACE EM 385-1-1.

b. Steep-Sloped Roofs: Work on steep-sloped roofs requires a personal fall arrest system, guardrails with toe-boards, or safety nets. This requirement also includes residential or housing type construction.

3.3.4 Existing Anchorage

Existing anchorages, to be used for attachment of personal fall arrest equipment, shall be certified (or re-certified) by a qualified person for fall protection in accordance with ASSE/SAFE Z359.1. Exiting horizontal lifeline anchorages shall be certified (or re-certified) by a registered professional engineer with experience in designing horizontal lifeline systems.

3.3.5 Horizontal Lifelines

Horizontal lifelines shall be designed, installed, certified and used under the supervision of a qualified person for fall protection as part of a complete fall arrest system which maintains a safety factor of 2 (29 CFR 1926.500).

3.3.6 Guardrails and Safety Nets

Guardrails and safety nets shall be designed, installed and used in accordance with EM 385-1-1 and 29 CFR 1926 Subpart M.

3.3.7 Rescue and Evacuation Procedures

When personal fall arrest systems are used, the contractor must ensure that the mishap victim can self-rescue or can be rescued promptly should a fall occur. A Rescue and Evacuation Plan shall be prepared by the contractor and include a detailed discussion of the following: methods of rescue; methods of self-rescue; equipment used; training requirement; specialized training for the rescuers; procedures for requesting rescue and medical assistance; and transportation routes to a medical facility. The Rescue and Evacuation Plan shall be included in the Activity Hazard Analysis (AHA) for the phase of work, in the Fall Protection and Prevention (FP&P) Plan, and the Accident Prevention Plan (APP).



3.4 SCAFFOLDING

3.4.1 Stilts

The use of stilts for gaining additional height in construction, renovation, repair or maintenance work is prohibited.

3.5 EQUIPMENT

3.5.1 Material Handling Equipment

a. Material handling equipment such as forklifts shall not be modified with work platform attachments for supporting employees unless specifically delineated in the manufacturer's printed operating instructions.

b. The use of hooks on equipment for lifting of material must be in accordance with manufacturer's printed instructions.

c. Operators of forklifts or power industrial trucks shall be licensed in accordance with OSHA.

3.5.2 Weight Handling Equipment

a. Cranes and derricks shall be equipped as specified in EM 385-1-1, section 16.

b. The Contractor shall comply with the crane manufacturer's specifications and limitations for erection and operation of cranes and hoists used in support of the work. Erection shall be performed under the supervision of a designated person (as defined in ASME B30.5). All testing shall be performed in accordance with the manufacturer's recommended procedures.

c. The Contractor shall comply with ASME B30.5 for mobile and locomotive cranes, ASME B30.22 for articulating boom cranes, ASME B30.3 for construction tower cranes, and ASME B30.8 for floating cranes and floating derricks.

d. Under no circumstance shall a Contractor make a lift at or above 90% of the cranes rated capacity in any configuration.

e. When operating in the vicinity of overhead transmission lines, operators and riggers shall be alert to this special hazard and shall follow the requirements of USACE EM 385-1-1 section 11 and ASME B30.5 or ASME B30.22 as applicable.

f. Crane suspended personnel work platforms (baskets) shall not be used unless the Contractor proves that using any other access to the work location would provide a greater hazard to the workers or is impossible. Personnel shall not be lifted with a line hoist or friction crane.

g. Portable fire extinguishers shall be inspected, maintained, and recharged as specified in NFPA 10, Standard for Portable Fire Extinguishers.

h. All employees shall be kept clear of loads about to be lifted and



of suspended loads.

i. The Contractor shall use cribbing when performing lifts on outriggers.

j. The crane hook/block must be positioned directly over the load. Side loading of the crane is prohibited.

k. A physical barricade must be positioned to prevent personnel from entering the counterweight swing (tail swing) area of the crane.

l. Certification records which include the date of inspection, signature of the person performing the inspection, and the serial number or other identifier of the crane that was inspected shall always be available for review by Contracting Officer personnel.

m. Written reports listing the load test procedures used along with any repairs or alterations performed on the crane shall be available for review by Contracting Officer personnel.

n. Certify that all crane operators have been trained in proper use of all safety devices (e.g. anti-two block devices).

3.6 EXCAVATIONS

The competent person shall perform soil classification in accordance with 29 CFR 1926.

3.6.1 Utility Locations

Prior to digging, the appropriate digging permit must be obtained. All underground utilities in the work area must be positively identified by a private utility locating service in addition to any station locating service and coordinated with the station utility department. Any markings made during the utility investigation must be maintained throughout the contract.

3.6.2 Utility Location Verification

The Contractor must physically verify underground utility locations by hand digging using wood or fiberglass handled tools when any adjacent construction work is expected to come within three feet of the underground system. Digging within 0.061 m (2 feet) of a known utility must not be performed by means of mechanical equipment; hand digging shall be used. If construction is parallel to an existing utility the utility shall be exposed by hand digging every 30.5 m (100 feet) if parallel within 1.5 m (5 feet) of the excavation.

3.6.3 Shoring Systems

Trench and shoring systems must be identified in the accepted safety plan and AHA. Manufacture tabulated data and specifications or registered engineer tabulated data for shoring or benching systems shall be readily available on-site for review. Job-made shoring or shielding shall have the registered professional engineer stamp, specifications, and tabulated data. Extreme care must be used when excavating near direct burial electric underground cables.



3.6.4 Trenching Machinery

Trenching machines with digging chain drives shall be operated only when the spotters/laborers are in plain view of the operator. Operator and spotters/laborers shall be provided training on the hazards of the digging chain drives with emphasis on the distance that needs to be maintained when the digging chain is operating. Documentation of the training shall be kept on file at the project site.

3.7 UTILITIES WITHIN CONCRETE SLABS

Utilities located within concrete slabs or pier structures, bridges, and the like, are extremely difficult to identify due to the reinforcing steel used in the construction of these structures. Whenever contract work involves concrete chipping, saw cutting, or core drilling, the existing utility location must be coordinated with station utility departments in addition to a private locating service. Outages to isolate utility systems shall be used in circumstances where utilities are unable to be positively identified. The use of historical drawings does not alleviate the contractor from meeting this requirement.

3.8 ELECTRICAL

3.8.1 Conduct of Electrical Work

Underground electrical spaces must be certified safe for entry before entering to conduct work. Cables that will be cut must be positively identified and de-energized prior to performing each cut. Positive cable identification must be made prior to submitting any outage request for electrical systems. Arrangements are to be coordinated with the Contracting Officer and Station Utilities for identification. The Contracting Officer will not accept an outage request until the Contractor satisfactorily documents that the circuits have been clearly identified. Perform all high voltage cable cutting remotely using hydraulic cutting tool. When racking in or live switching of circuit breakers, no additional person other than the switch operator will be allowed in the space during the actual operation. Plan so that work near energized parts is minimized to the fullest extent possible. Use of electrical outages clear of any energized electrical sources is the preferred method. When working in energized substations, only qualified electrical workers shall be permitted to enter. When work requires Contractor to work near energized circuits as defined by the NFPA 70, high voltage personnel must use personal protective equipment that includes, as a minimum, electrical hard hat, safety shoes, insulating gloves with leather protective sleeves, fire retarding shirts, coveralls, face shields, and safety glasses. In addition, provide electrical arc flash protection for personnel as required by NFPA 70E. Insulating blankets, hearing protection, and switching suits may also be required, depending on the specific job and as delineated in the Contractor's AHA.

3.8.2 Portable Extension Cords

Portable extension cords shall be sized in accordance with manufacturer ratings for the tool to be powered and protected from damage. All damaged extension cords shall be immediately removed from service. Portable extension cords shall meet the requirements of NFPA 70.



3.9 WORK IN CONFINED SPACES

The Contractor shall comply with the requirements in Section 06.I of USACE EM 385-1-1, OSHA 29 CFR 1910.146 and OSHA 29 CFR 1926.21(b)(6). Any potential for a hazard in the confined space requires a permit system to be used.






SECTION 01 45 02.00 10

QUALITY CONTROL SYSTEM (QCS)

04/06

PART 1 GENERAL

1.1 GENERAL 1.1.1 Correspondence and Electronic Communications 1.1.2 Other Factors 1.2 QCS SOFTWARE 1.3 SYSTEM REQUIREMENTS 1.4 RELATED INFORMATION 1.4.1 QCS User Guide 1.4.2 Contractor Quality Control(CQC) Training 1.5 CONTRACT DATABASE 1.6 DATABASE MAINTENANCE 1.6.1 Administration 1.6.1.1 Contractor Information 1.6.1.2 SubContractor Information 1.6.1.3 Correspondence 1.6.1.4 Equipment 1.6.1.5 Management Reporting 1.6.2 Finances 1.6.2.1 Pay Activity Data 1.6.2.2 Payment Requests 1.6.3 Quality Control (QC) 1.6.3.1 Daily Contractor Quality Control (CQC) Reports. 1.6.3.2 Deficiency Tracking. 1.6.3.3 Three-Phase Control Meetings 1.6.3.4 Accident/Safety Tracking. 1.6.3.5 Features of Work 1.6.3.6 QC Requirements 1.6.4 Submittal Management 1.6.5 Schedule 1.6.6 Import/Export of Data 1.7 IMPLEMENTATION 1.8 DATA SUBMISSION VIA COMPUTER DISKETTE OR CD-ROM 1.8.1 File Medium 1.8.2 Disk or CD-ROM Labels 1.8.3 File Names 1.9 MONTHLY COORDINATION MEETING 1.10 NOTIFICATION OF NONCOMPLIANCE


SECTION 01 45 02.00 10 Page 1


SECTION 01 45 02.00 10

QUALITY CONTROL SYSTEM (QCS)04/06

PART 1 GENERAL

1.1 GENERAL

The Government will use the Resident Management System for Windows (RMS) to assist in its monitoring and administration of this contract. The Contractor shall use the Government-furnished Construction Contractor Module of RMS, referred to as QCS, to record, maintain, and submit various information throughout the contract period, unless otherwise specified in the task order scope of work. The Contractor module, user manuals, updates, and training information can be downloaded from the RMS web site.This joint Government-Contractor use of RMS and QCS will facilitate electronic exchange of information and overall management of the contract. QCS provides the means for the Contractor to input, track, and electronically share information with the Government in the following areas:

AdministrationFinancesQuality ControlSubmittal MonitoringSchedulingImport/Export of Data

1.1.1 Correspondence and Electronic Communications

For ease and speed of communications, both Government and Contractor will, to the maximum extent feasible, exchange correspondence and other documents in electronic format. Correspondence, pay requests and other documents comprising the official contract record shall also be provided in paper format, with signatures and dates where necessary. Paper documents will govern, in the event of discrepancy with the electronic version.

1.1.2 Other Factors

Particular attention is directed to Contract Clause, "Schedules for Construction Contracts", FAR 52.232-1 - Payments, FAR 52.232-5 - Payments under Fixed-Price Construction Contracts, and FAR 52.232-7 - Payments Under Time-and-Materials and Labor-Hour Contracts, Section 01 32 01.00 10, PROJECT SCHEDULE, Section 01 33 00.05 20, CONSTRUCTION SUBMITTAL PROCEDURES, 01 33 10.05 20 DESIGN SUBMITTAL PROCEDURES, and Section 01 45 04.00 10, CONTRACTOR QUALITY CONTROL, which have a direct relationship to the reporting to be accomplished through QCS. Also, there is no separate payment for establishing and maintaining the QCS database; all costs associated therewith shall be included in the contract pricing for the work.

1.2 QCS SOFTWARE

QCS is a Windows-based program that can be run on a stand-alone personal computer or on a network. The Government will make available the QCS software to the Contractor after award of the construction contract. Prior

SECTION 01 45 02.00 10 Page 2


to the Pre-Construction Conference, the Contractor shall be responsible to download, install and use the latest version of the QCS software from the Government's RMS Internet Website. Upon specific justification and request by the Contractor, the Government can provide QCS on CD-ROM or DVD-ROM. Any program updates of QCS will be made available to the Contractor via the Government RMS Website as they become available.

1.3 SYSTEM REQUIREMENTS

The following is the minimum system configuration that the Contractor shall have to run QCS:

QCS and QAS System

Hardware

IBM-compatible PC with 1000 MHz Pentium or higher processor

256+ MB RAM for workstation / 512+ MB RAM for server

1 GB hard drive disk space for sole use by the QCS system

Compact Disk (CD) Reader 8x speed or higher

SVGA or higher resolution monitor (1024x768, 256 colors)

Mouse or other pointing device

Windows compatible printer. (Laser printer must have 4 MB+ of RAM)

Connection to the Internet, minimum 56k BPS

Software

MS Windows 2000 or higher

QAS-Word Processing software: MS Word 2000 or newer

Latest version of: Netscape Navigator, Microsoft Internet Explorer, or other browser that supports HTML 4.0 or higher

Electronic mail (E-mail) MAPI compatible

Virus protection software that is regularly upgraded with all issued manufacturer's updates

1.4 RELATED INFORMATION

1.4.1 QCS User Guide

After contract award, the Contractor shall download instructions for the installation and use of QCS from the Government RMS Internet Website; the Contractor can obtain the current address from the Government. In case of justifiable difficulties, the Government will provide the Contractor with a CD-ROM containing these instructions.

1.4.2 Contractor Quality Control(CQC) Training

The use of QCS will be discussed with the Contractor's QC System Manager

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during the mandatory CQC Training class.

1.5 CONTRACT DATABASE

Prior to the pre-construction conference, the Government shall provide the Contractor with basic contract award data to use for QCS. The Government will provide data updates to the Contractor as needed, generally by files attached to E-mail. These updates will generally consist of submittal reviews, correspondence status, QA comments, and other administrative and QA data.

1.6 DATABASE MAINTENANCE

The Contractor shall establish, maintain, and update data for the contract in the QCS database throughout the duration of the contract. The Contractor shall establish and maintain the QCS database at the Contractor's site office. Data updates to the Government shall be submitted by E-mail with file attachments, e.g., daily reports, schedule updates, payment requests. If permitted by the Contracting Officer, a data diskette or CD-ROM may be used instead of E-mail (see Paragraph DATA SUBMISSION VIA COMPUTER DISKETTE OR CD-ROM). The QCS database typically shall include current data on the following items:

1.6.1 Administration

1.6.1.1 Contractor Information

The database shall contain the Contractor's name, address, telephone numbers, management staff, and other required items. Within 14 calendar days of receipt of QCS software from the Government, the Contractor shall deliver Contractor administrative data in electronic format via E-mail.

1.6.1.2 SubContractor Information

The database shall contain the name, trade, address, phone numbers, and other required information for all subContractors. A subContractor must be listed separately for each trade to be performed. Each subContractor/trade shall be assigned a unique Responsibility Code, provided in QCS. Within 14 calendar days of receipt of QCS software from the Government, the Contractor shall deliver subContractor administrative data in electronic format via E-mail.

1.6.1.3 Correspondence

All Contractor correspondence to the Government shall be identified with a serial number. Correspondence initiated by the Contractor's site office shall be prefixed with "S". Letters initiated by the Contractor's home (main) office shall be prefixed with "H". Letters shall be numbered starting from 0001. (e.g., H-0001 or S-0001). The Government's letters to the Contractor will be prefixed with "C".

1.6.1.4 Equipment

The Contractor's QCS database shall contain a current list of equipment planned for use or being used on the jobsite, including the most recent and planned equipment inspection dates.

SECTION 01 45 02.00 10 Page 4


1.6.1.5 Management Reporting

QCS includes a number of reports that Contractor management can use to track the status of the project. The value of these reports is reflective of the quality of the data input, and is maintained in the various sections of QCS. Among these reports are: Progress Payment Request worksheet, QA/QC comments, Submittal Register Status, Three-Phase Inspection checklists.

1.6.2 Finances

1.6.2.1 Pay Activity Data

The QCS database shall include a list of pay activities that the Contractor shall develop in conjunction with the construction schedule. The sum of all pay activities shall be equal to the total contract amount, including modifications. Pay activities shall be grouped by Contract Line Item Number (CLIN), and the sum of the activities shall equal the amount of each CLIN. The total of all CLINs equals the Contract Amount.

1.6.2.2 Payment Requests

Prepare all progress payment requests using QCS, if required. Complete the payment request worksheet, prompt payment certification, and payment invoice in QCS. Update the work completed under the contract, measured as percent or as specific quantities, at least monthly. After the update, generate a payment request report using QCS. Submit the payment request, prompt payment certification, and payment invoice with supporting data using the government's SFTP repository built into QCS export function. If permitted by the Contracting Officer, e-mail, CD-ROM or USB flash drive may be used. A signed paper copy of the approved payment request is also required, which will govern in the event of discrepancy with the electronic version.

1.6.3 Quality Control (QC)

QCS provides a means to track implementation of the 3-phase QC Control System, prepare daily reports, identify and track deficiencies, document progress of work, and support other Contractor QC requirements. The Contractor shall maintain this data on a daily basis. Entered data will automatically output to the QCS generated daily report. The Contractor shall provide the Government a Contractor Quality Control (CQC) Plan within the time required in Section 01 45 04.00 10, CONTRACTOR QUALITY CONTROL. Within seven calendar days of Government acceptance, the Contractor shall submit a data diskette or CD-ROM reflecting the information contained in the accepted CQC Plan: schedule, pay activities, features of work, submittal register, QC requirements, and equipment list.

1.6.3.1 Daily Contractor Quality Control (CQC) Reports.

QCS includes the means to produce the Daily CQC Report. The Contractor may use other formats to record basic QC data. However, the Daily CQC Report generated by QCS shall be the Contractor's official report. Data from any supplemental reports by the Contractor shall be summarized and consolidated onto the QCS-generated Daily CQC Report. Daily CQC Reports shall be submitted as required by Section 01 45 04.00 10, CONTRACTOR QUALITY CONTROL. Reports shall be submitted electronically to the Government using E-mail or diskette within 24 hours after the date covered by the report. Use of either mode of submittal shall be coordinated with the Government representative. The Contractor shall also provide the Government a signed,

SECTION 01 45 02.00 10 Page 5


printed copy of the daily CQC report.

1.6.3.2 Deficiency Tracking.

The Contractor shall use QCS to track deficiencies. Deficiencies identified by the Contractor will be numerically tracked using QC punch list items. The Contractor shall maintain a current log of its QC punch list items in the QCS database. The Government will log the deficiencies it has identified using its QA punch list items. The Government's QA punch list items will be included in its export file to the Contractor. The Contractor shall regularly update the correction status of both QC and QA punch list items.

1.6.3.3 Three-Phase Control Meetings

The Contractor shall maintain scheduled and actual dates and times of preparatory and initial control meetings in QCS.

1.6.3.4 Accident/Safety Tracking.

The Government will issue safety comments, directions, or guidance whenever safety deficiencies are observed. The Government's safety comments will be included in its export file to the Contractor. The Contractor shall regularly update the correction status of the safety comments. In addition, the Contractor shall utilize QCS to advise the Government of any accidents occurring on the jobsite. This brief supplemental entry is not to be considered as a substitute for completion of mandatory reports, e.g., ENG Form 3394 and OSHA Form 300.

1.6.3.5 Features of Work

The Contractor shall include a complete list of the features of work in the QCS database. A feature of work may be associated with multiple pay activities. However, each pay activity (see subparagraph "Pay Activity Data" of paragraph "Finances") will only be linked to a single feature of work.

1.6.3.6 QC Requirements

The Contractor shall develop and maintain a complete list of QC testing, transferred and installed property, and user training requirements in QCS. The Contractor shall update all data on these QC requirements as work progresses, and shall promptly provide this information to the Government via QCS.

1.6.4 Submittal Management

The Government will provide the initial submittal register in electronic format. Thereafter, the Contractor shall maintain a complete list of all submittals, including completion of all data columns. Dates on which submittals are received and returned by the Government will be included in its export file to the Contractor. The Contractor shall use QCS to track and transmit all submittals. ENG Form 4025, submittal transmittal form, and the submittal register update shall be produced using QCS. RMS will be used to update, store and exchange submittal registers and transmittals, but will not be used for storage of actual submittals.

SECTION 01 45 02.00 10 Page 6


1.6.5 Schedule

The Contractor shall develop a construction schedule consisting of pay activities, in accordance with Contract Clause "Schedules for Construction Contracts", or Section 01 32 01.00 10, PROJECT SCHEDULE, as applicable. This schedule shall be input and maintained in the QCS database either manually or by using the Standard Data Exchange Format (SDEF) (see Section 01 32 01.00 10, PROJECT SCHEDULE). The updated schedule data shall be included with each pay request submitted by the Contractor.

1.6.6 Import/Export of Data

QCS includes the ability to export Contractor data to the Government and to import submittal register and other Government-provided data, and schedule data using SDEF.

1.7 IMPLEMENTATION

Contractor use of QCS as described in the preceding paragraphs is mandatory. The Contractor shall ensure that sufficient resources are available to maintain its QCS database, and to provide the Government with regular database updates. QCS shall be an integral part of the Contractor's management of quality control.

1.8 DATA SUBMISSION VIA COMPUTER DISKETTE OR CD-ROM

The Government-preferred method for Contractor's submission of updates, payment requests, correspondence and other data is by E-mail with file attachment(s). For locations where this is not feasible, the Contracting Officer may permit use of computer diskettes or CD-ROM for data transfer. Data on the disks or CDs shall be exported using the QCS built-in export function. If used, diskettes and CD-ROMs will be submitted in accordance with the following:

1.8.1 File Medium

The Contractor shall submit required data on DVD or CD-ROMs They shall conform to industry standards used in the United States. All data shall be provided in English.

1.8.2 Disk or CD-ROM Labels

The Contractor shall affix a permanent exterior label to each diskette and CD-ROM submitted. The label shall indicate in English, the QCS file name, full contract number, contract name, project location, data date, name and telephone number of person responsible for the data.

1.8.3 File Names

The Government will provide the file names to be used by the Contractor with the QCS software.

1.9 MONTHLY COORDINATION MEETING

The Contractor shall update the QCS database each workday. At least monthly, the Contractor shall generate and submit an export file to the Government with schedule update and progress payment request. As required in FAR 52.232-1 - Payments, FAR 52.232-5 - Payments under Fixed-Price Construction Contracts, and FAR 52.232-7 - Payments Under

SECTION 01 45 02.00 10 Page 7


Time-and-Materials and Labor-Hour Contracts, at least one week prior to submittal, the Contractor shall meet with the Government representative to review the planned progress payment data submission for errors and omissions. The Contractor shall make all required corrections prior to Government acceptance of the export file and progress payment request. Payment requests accompanied by incomplete or incorrect data submittals will be returned. The Government will not process progress payments until an acceptable QCS export file is received.

1.10 NOTIFICATION OF NONCOMPLIANCE

The Contracting Officer will notify the Contractor of any detected noncompliance with the requirements of this specification. The Contractor shall take immediate corrective action after receipt of such notice. Such notice, when delivered to the Contractor at the work site, shall be deemed sufficient for the purpose of notification.


SECTION 01 45 02.00 10 Page 8




SECTION 01 45 04.00 10

CONTRACTOR QUALITY CONTROL

04/06

PART 1 GENERAL

1.1 REFERENCES 1.2 SUBMITTALS 1.3 PAYMENT


PART 3 EXECUTION

3.1 GENERAL REQUIREMENTS 3.2 QUALITY CONTROL PLAN 3.2.1 Content of the CQC Plan 3.2.2 Additional Requirements for Design Quality Control (DQC) Plan 3.2.3 Acceptance of Plan 3.2.4 Notification of Changes 3.3 COORDINATION MEETING 3.4 QUALITY CONTROL ORGANIZATION 3.4.1 Personnel Requirements 3.4.2 CQC System Manager 3.4.3 CQC Personnel 3.4.4 Additional Requirement 3.4.5 Organizational Changes 3.5 SUBMITTALS AND DELIVERABLES 3.6 CONTROL 3.6.1 Preparatory Phase 3.6.2 Initial Phase 3.6.3 Follow-up Phase 3.6.4 Additional Preparatory and Initial Phases 3.7 TESTS 3.7.1 Testing Procedure 3.7.2 Testing Laboratories 3.7.2.1 Capability Check 3.7.2.2 Capability Recheck 3.7.3 Onsite Laboratory 3.7.4 Furnishing or Transportation of Samples for Testing 3.8 COMPLETION INSPECTION 3.8.1 Punch-Out Inspection 3.8.2 Pre-Final Inspection 3.8.3 Final Acceptance Inspection 3.9 DOCUMENTATION 3.10 REPORTING DOCUMENTS 3.11 NOTIFICATION OF NONCOMPLIANCE


SECTION 01 45 04.00 10 Page 1


SECTION 01 45 04.00 10 Page 2


SECTION 01 45 04.00 10

CONTRACTOR QUALITY CONTROL04/06

PART 1 GENERAL

1.1 REFERENCES


ASTM INTERNATIONAL (ASTM)

ASTM D 3740 (2004a) Minimum Requirements for Agencies Engaged in the Testing and/or Inspection of Soil and Rock as Used in Engineering Design and Construction

ASTM E 329 (2005b) Agencies Engaged in the Testing and/or Inspection of Materials Used in Construction


ER 1110-1-12 (1994) Quality Management

1.2 SUBMITTALS



Corporate Quality Control Plan; G

Project Specific Quality Control Plan; G

1.3 PAYMENT

Separate payment will not be made for providing and maintaining an effective Quality Control program, and all costs associated therewith shall be included in the applicable unit prices or lump-sum prices.


PART 3 EXECUTION


The Contractor is responsible for quality control and shall establish and

SECTION 01 45 04.00 10 Page 3


maintain an effective quality control system in compliance with the Contract Clause titled "Inspection of Construction." The quality control system shall consist of plans, procedures, and organization necessary to produce an end product which complies with the contract requirements. The system shall cover all design and construction operations, both onsite and offsite, and shall be keyed to the proposed construction sequence. The site project superintendent will be held responsible for the quality of work on the job and is subject to removal by the Contracting Officer for non-compliance with the quality requirements specified in the contract. The site project superintendent in this context shall be the highest level manager responsible for the overall construction activities at the site, including quality and production. The site project superintendent shall maintain a physical presence at the site at all times, except as otherwise acceptable to the Contracting Officer, and shall be responsible for all construction and construction related activities at the site.

3.2 QUALITY CONTROL PLAN

The Contractor shall furnish for review by the Government, not later than 15 days after receipt of notice to proceed with the initial contract and each subsequent task order, the Contractor Quality Control (CQC) Plan proposed to implement the requirements of the Contract Clause titled "Inspection of Construction." Submit a Corporate Quality Control Plan (CQCP)after initial contract award. For individual task orders, modify the CQCP to a Project Specific Quality Control Plan (PSQCP) in order to meet the specific requirements of the project. The plans shall identify personnel, procedures, control, instructions, tests, records, and forms to be used. The Government will consider an interim plan for the first 30 days of operation. Design and construction will be permitted to begin only after acceptance of the CQC Plan or acceptance of an interim plan applicable to the particular feature of work to be started. Work outside of the features of work included in an accepted interim plan will not be permitted to begin until acceptance of a CQC Plan or another interim plan containing the additional features of work to be started.

3.2.1 Content of the CQC Plan

The CQC Plan shall include, as a minimum, the following to cover all design and construction operations, both onsite and offsite, including work by subcontractors, designers of record, consultants, architect/engineers (AE), fabricators, suppliers, and purchasing agents:

a. A description of the quality control organization, including a chart showing lines of authority and acknowledgment that the CQC staff shall implement the three phase control system for all aspects of the work specified. The staff shall include a CQC System Manager who shall report to the project superintendent.

b. The name, qualifications (in resume format), duties, responsibilities, and authorities of each person assigned a CQC function.

c. A copy of the letter to the CQC System Manager signed by an authorized official of the firm which describes the responsibilities and delegates sufficient authorities to adequately perform the functions of the CQC System Manager, including authority to stop work which is not in compliance with the contract. The CQC System Manager shall issue letters of direction to all other various quality control representatives

SECTION 01 45 04.00 10 Page 4


outlining duties, authorities, and responsibilities. Copies of these letters shall also be furnished to the Government.

d. Procedures for scheduling, reviewing, certifying, and managing submittals, including those of subcontractors, designers of record, consultants, architect engineers (AE), offsite fabricators, suppliers, and purchasing agents. These procedures shall be in accordance with Section 01 33 00.05 20 CONSTRUCTION SUBMITTAL PROCEDURES and 01 33 10.05 20 DESIGN SUBMITTAL PROCEDURES.

e. Control, verification, and acceptance testing procedures for each specific test to include the test name, specification paragraph requiring test, feature of work to be tested, test frequency, and person responsible for each test. (Laboratory facilities approved by the Contracting Officer shall be used.)

f. Procedures for tracking preparatory, initial, and follow-up control phases and control, verification, and acceptance tests including documentation.

g. Procedures for tracking design and construction deficiencies from identification through acceptable corrective action. These procedures shall establish verification that identified deficiencies have been corrected.

h. Reporting procedures, including proposed reporting formats.

i. A list of the definable features of work. A definable feature of work is a task which is separate and distinct from other tasks, has separate control requirements, and may be identified by different trades or disciplines, or it may be work by the same trade in a different environment. Although each section of the specifications may generally be considered as a definable feature of work, there are frequently more than one definable features under a particular section. This list will be agreed upon during the coordination meeting.

3.2.2 Additional Requirements for Design Quality Control (DQC) Plan

The following additional requirements apply to the Design Quality Control (DQC) plan:

(1) The Contractor's QCP Plan shall provide and maintain a Design Quality Control (DQC) Plan as an effective quality control program which will assure that all services required by this design-build contract are performed and provided in a manner that meets professional architectural and engineering quality standards. As a minimum, all documents shall be technically reviewed by competent, independent reviewers identified in the DQC Plan. The same element that produced the product shall not perform the independent technical review (ITR). The Contractor shall correct errors and deficiencies in the design documents prior to submitting them to the Government.

(2) The Contractor shall include the design schedule in the master project schedule, showing the sequence of events involved in carrying out the project design tasks within the specific contract period. This should be at a detailed level of scheduling

SECTION 01 45 04.00 10 Page 5


sufficient to identify all major design tasks, including those that control the flow of work. The schedule shall include review and correction periods associated with each item. This should be a forward planning as well as a project monitoring tool. The schedule reflects calendar days and not dates for each activity. If the schedule is changed, the Contractor shall submit a revised schedule reflecting the change within 7 calendar days. The Contractor shall include in the DQC Plan the discipline-specific checklists to be used during the design and quality control of each submittal. These completed checklists shall be submitted at each design phase as part of the project documentation. Example checklists can be found in ER 1110-1-12.

(3) The DQC Plan shall be implemented by an Design Quality Control Manager who has the responsibility of being cognizant of and assuring that all documents on the project have been coordinated. This individual shall be a person who has verifiable engineering or architectural design experience and is a registered professional engineer or architect. The Contractor shall notify the Contracting Officer, in writing, of the name of the individual, and the name of an alternate person assigned to the position.

The Contracting Officer will notify the Contractor in writing of the acceptance of the DQC Plan. After acceptance, any changes proposed by the Contractor are subject to the acceptance of the Contracting Officer.

3.2.3 Acceptance of Plan

Acceptance of the Contractor's plan is required prior to the start of design and construction. Acceptance is conditional and will be predicated on satisfactory performance during the design and construction. The Government reserves the right to require the Contractor to make changes in his CQC Plan and operations including removal of personnel, as necessary, to obtain the quality specified.

3.2.4 Notification of Changes

After acceptance of the CQC Plan, the Contractor shall notify the Contracting Officer in writing of any proposed change. Proposed changes are subject to acceptance by the Contracting Officer.

3.3 COORDINATION MEETING

For each task order, after the Postaward Conference, before start of design or construction, and prior to acceptance by the Government of the CQC Plan, the Contractor shall meet with the Contracting Officer or Authorized Representative and discuss the Contractor's quality control system. The CQC Plan shall be submitted for review a minimum of 10 calendar days prior to the Coordination Meeting. During the meeting, a mutual understanding of the system details shall be developed, including the forms for recording the CQC operations, design activities, control activities, testing, administration of the system for both onsite and offsite work, and the interrelationship of Contractor's Management and control with the Government's Quality Assurance. Minutes of the meeting shall be prepared by the Government and signed by both the Contractor and the Contracting Officer. The minutes shall become a part of the contract file. There may be occasions when subsequent conferences will be called by either party to

SECTION 01 45 04.00 10 Page 6


reconfirm mutual understandings and/or address deficiencies in the CQC system or procedures which may require corrective action by the Contractor.

3.4 QUALITY CONTROL ORGANIZATION

3.4.1 Personnel Requirements

The requirements for the CQC organization are a CQC System Manager, a Design Quality Manager, and sufficient number of additional qualified personnel to ensure safety and contract compliance. The Safety and Health Manager shall serve as a member of the CQC staff. Personnel identified in the technical provisions as requiring specialized skills to assure the required work is being performed properly will also be included as part of the CQC organization. The Contractor's CQC staff shall maintain a presence at the site at all times during progress of the work and have complete authority and responsibility to take any action necessary to ensure contract compliance. The CQC staff shall be subject to acceptance by the Contracting Officer. The Contractor shall provide adequate office space, filing systems and other resources as necessary to maintain an effective and fully functional CQC organization. Complete records of all letters, material submittals, shop drawing submittals, schedules and all other project documentation shall be promptly furnished to the CQC organization by the Contractor. The CQC organization shall be responsible to maintain these documents and records at the site at all times, except as otherwise acceptable to the Contracting Officer.

3.4.2 CQC System Manager

The Contractor shall identify as CQC System Manager an individual within the onsite work organization who shall be responsible for overall management of CQC and have the authority to act in all CQC matters for the Contractor. The CQC System Manager shall have a minimum of five years construction experience on construction similar to this contract. This CQC System Manager shall be on the site at all times during construction and shall be employed by the prime Contractor. The CQC System Manager shall be assigned as System Manager but may have duties as project superintendent in addition to quality control. An alternate for the CQC System Manager shall be identified in the plan to serve in the event of the System Manager's absence. The requirements for the alternate shall be the same as for the designated CQC System Manager.

3.4.3 CQC Personnel

If stated in the project task order, the Contractor shall provide as part of the CQC organization specialized personnel to assist the CQC System Manager for the following areas: electrical, mechanical, civil, structural, environmental, architectural, materials technician, occupied family housing coordinator. These individuals may be employees of the prime or subcontractor; be responsible to the CQC System Manager; be physically present at the construction site during work on their areas of responsibility; have the necessary education and/or experience in accordance with the experience matrix listed herein. These individuals may perform other duties but must be allowed sufficient time to perform their assigned quality control duties as described in the Quality Control Plan.

SECTION 01 45 04.00 10 Page 7


Experience Matrix

Area Qualifications

a. Civil Graduate Civil Engineer with 2 years experience in the type of work being performed on this project or technician with 5 yrs related experience

b. Mechanical Graduate Mechanical Engineer with 2 yrs experience or person with 5 yrs related experience

c. Electrical Graduate Electrical Engineer with 2 yrs related experience or person with 5 yrs related experience

d. Structural Graduate Structural Engineer with 2 yrs experience or person with 5 yrs related experience

e. Architectural Graduate Architect with 2 yrs experience or person with 5 yrs related experience

f. Environmental Graduate Environmental Engineer with 3 yrs experience

g. Submittals Submittal Clerk with 1 yr experience

h. Occupied family housing Person, customer relations type, coordinator experience

i. Concrete, Pavements and Soils Materials Technician with 2 yrs experience for the appropriate area

j. Testing, Adjusting and Balancing Specialist must be a member (TAB) Personnel of AABC or an experienced technician of the firm certified by the NEBB.

k. Design Quality Control Manager Registered Architect or Professional Engineer

3.4.4 Additional Requirement

In addition to the above experience and education requirements the CQC System Manager shall have completed the course entitled "Construction Quality Management For Contractors". This course is offered periodically.

SECTION 01 45 04.00 10 Page 8


3.4.5 Organizational Changes

The Contractor shall maintain the CQC staff at full strength at all times. When it is necessary to make changes to the CQC staff, the Contractor shall revise the CQC Plan to reflect the changes and submit the changes to the Contracting Officer for acceptance.

3.5 SUBMITTALS AND DELIVERABLES

Submittals, if needed, shall be made as specified in Sections 01 33 00.05 20 CONSTRUCTION SUBMITTAL PROCEDURES and 01 33 10.05 20 DESIGN SUBMITTAL PROCEDURES. The CQC organization shall be responsible for certifying that all submittals and deliverables are in compliance with the contract requirements.

3.6 CONTROL

Contractor Quality Control is the means by which the Contractor ensures that the construction, to include that of subcontractors and suppliers, complies with the requirements of the contract. At least three phases of control shall be conducted by the CQC System Manager for each definable feature of the construction work as follows:

3.6.1 Preparatory Phase

This phase shall be performed prior to beginning work on each definable feature of work, after all required plans/documents/materials are approved/accepted, and after copies are at the work site. This phase shall include:

a. A review of each paragraph of applicable specifications, reference codes, and standards. A copy of those sections of referenced codes and standards applicable to that portion of the work to be accomplished in the field shall be made available by the Contractor at the preparatory inspection. These copies shall be maintained in the field and available for use by Government personnel until final acceptance of the work.

b. A review of the contract drawings.

c. A check to assure that all materials and/or equipment have been tested, submitted, and approved/accepted.

d. Review of provisions that have been made to provide required control inspection and testing.

e. Examination of the work area to assure that all required preliminary work has been completed and is in compliance with the contract.

f. A physical examination of required materials, equipment, and sample work to assure that they are on hand, conform to approved/accepted shop drawings or submitted data, and are properly stored.

g. A review of the appropriate activity hazard analysis to assure safety requirements are met.

h. Discussion of procedures for controlling quality of the work

SECTION 01 45 04.00 10 Page 9


including repetitive deficiencies. Document construction tolerances and workmanship standards for that feature of work.

i. A check to ensure that the portion of the plan for the work to be performed has been accepted by the Contracting Officer.

j. Discussion of the initial control phase.

k. The Government shall be notified at least 24 hours in advance of beginning the preparatory control phase. This phase shall include a meeting conducted by the CQC System Manager and attended by the superintendent, other CQC personnel (as applicable), and the foreman responsible for the definable feature. The results of the preparatory phase actions shall be documented by separate minutes prepared by the CQC System Manager and attached to the daily CQC report. The Contractor shall instruct applicable workers as to the acceptable level of workmanship required in order to meet contract specifications.

3.6.2 Initial Phase

This phase shall be accomplished at the beginning of a definable feature of work. The following shall be accomplished:

a. A check of work to ensure that it is in full compliance with contract requirements. Review minutes of the preparatory meeting.

b. Verify adequacy of controls to ensure full contract compliance. Verify required control inspection and testing.

c. Establish level of workmanship and verify that it meets minimum acceptable workmanship standards. Compare with required sample panels as appropriate.

d. Resolve all differences.

e. Check safety to include compliance with and upgrading of the safety plan and activity hazard analysis. Review the activity analysis with each worker.

f. The Government shall be notified at least 48 hours in advance of beginning the initial phase. Separate minutes of this phase shall be prepared by the CQC System Manager and attached to the daily CQC report. Exact location of initial phase shall be indicated for future reference and comparison with follow-up phases.

g. The initial phase should be repeated for each new crew to work onsite, or any time acceptable specified quality standards are not being met.

3.6.3 Follow-up Phase

Daily checks shall be performed to assure control activities, including control testing, are providing continued compliance with contract requirements, until completion of the particular feature of work. The checks shall be made a matter of record in the CQC documentation. Final follow-up checks shall be conducted and all deficiencies corrected prior to the start of additional features of work which may be affected by the deficient work. The Contractor shall not build upon nor conceal

SECTION 01 45 04.00 10 Page 10


non-conforming work.

3.6.4 Additional Preparatory and Initial Phases

Additional preparatory and initial phases shall be conducted on the same definable features of work if: the quality of on-going work is unacceptable; if there are changes in the applicable CQC staff, onsite production supervision or work crew; if work on a definable feature is resumed after a substantial period of inactivity; or if other problems develop.

3.7 TESTS

3.7.1 Testing Procedure

The Contractor shall perform specified or required tests to verify that control measures are adequate to provide a product which conforms to contract requirements. Upon request, the Contractor shall furnish to the Government duplicate samples of test specimens for possible testing by the Government. Testing includes operation and/or acceptance tests when specified. The Contractor shall procure the services of a Corps of Engineers approved testing laboratory or establish an approved testing laboratory at the project site. The Contractor shall perform the following activities and record and provide the following data:

a. Verify that testing procedures comply with contract requirements.

b. Verify that facilities and testing equipment are available and comply with testing standards.

c. Check test instrument calibration data against certified standards.

d. Verify that recording forms and test identification control number system, including all of the test documentation requirements, have been prepared.

e. Results of all tests taken, both passing and failing tests, shall be recorded on the CQC report for the date taken. Specification paragraph reference, location where tests were taken, and the sequential control number identifying the test shall be given. If approved by the Contracting Officer, actual test reports may be submitted later with a reference to the test number and date taken. An information copy of tests performed by an offsite or commercial test facility shall be provided directly to the Contracting Officer. Failure to submit timely test reports as stated may result in nonpayment for related work performed and disapproval of the test facility for this contract.

3.7.2 Testing Laboratories

3.7.2.1 Capability Check

The Government reserves the right to check laboratory equipment in the proposed laboratory for compliance with the standards set forth in the contract specifications and to check the laboratory technician's testing procedures and techniques. Laboratories utilized for testing soils, concrete, asphalt, and steel shall meet criteria detailed in ASTM D 3740 and ASTM E 329.

SECTION 01 45 04.00 10 Page 11


3.7.2.2 Capability Recheck

If the selected laboratory fails the capability check, the Contractor will be assessed a charge to reimburse the Government for each succeeding recheck of the laboratory or the checking of a subsequently selected laboratory. Such costs will be deducted from the contract amount due the Contractor.

3.7.3 Onsite Laboratory

The Government reserves the right to utilize the Contractor's control testing laboratory and equipment to make assurance tests, and to check the Contractor's testing procedures, techniques, and test results at no additional cost to the Government.

3.7.4 Furnishing or Transportation of Samples for Testing

Costs incidental to the transportation of samples or materials shall be borne by the Contractor. Samples of materials for test verification and acceptance testing by the Government shall be delivered to the Corps of Engineers Division Laboratory, f.o.b.

Coordination for each specific test, exact delivery location, and dates will be made through the Area Office.

3.8 COMPLETION INSPECTION

3.8.1 Punch-Out Inspection

Near the end of the work, or any increment of the work established by a time stated in the Clause, "Commencement, Prosecution, and Completion of Work Alt I", or by the specifications, the CQC Manager shall conduct an inspection of the work. A punch list of items which do not conform to the approved drawings and specifications shall be prepared and included in the CQC documentation, as required by paragraph DOCUMENTATION. The list of deficiencies shall include the estimated date by which the deficiencies will be corrected. The CQC System Manager or staff shall make a second inspection to ascertain that all deficiencies have been corrected. Once this is accomplished, the Contractor shall notify the Government that the facility is ready for the Government Pre-Final inspection.

3.8.2 Pre-Final Inspection

The Government will perform the pre-final inspection to verify that the facility is complete and ready to be occupied. A Government Pre-Final Punch List may be developed as a result of this inspection. The Contractor's CQC System Manager shall ensure that all items on this list have been corrected before notifying the Government, so that a Final inspection with the customer can be scheduled. Any items noted on the Pre-Final inspection shall be corrected in a timely manner. These inspections and any deficiency corrections required by this paragraph shall be accomplished within the time slated for completion of the entire work or any particular increment of the work if the project is divided into increments by separate completion dates.

3.8.3 Final Acceptance Inspection

The Contractor's Quality Control Inspection personnel, plus the superintendent or other primary management person, and the Contracting

SECTION 01 45 04.00 10 Page 12


Officer's Representative shall be in attendance at the final acceptance inspection. Additional Government personnel including, but not limited to, those from Base/Post Civil Facility Engineer user groups, and major commands may also be in attendance. The final acceptance inspection will be formally scheduled by the Contracting Officer based upon results of the Pre-Final inspection. Notice shall be given to the Contracting Officer at least 14 days prior to the final acceptance inspection and shall include the Contractor's assurance that all specific items previously identified to the Contractor as being unacceptable, along with all remaining work performed under the contract, will be complete and acceptable by the date scheduled for the final acceptance inspection. Failure of the Contractor to have all contract work acceptably complete for this inspection will be cause for the Contracting Officer to bill the Contractor for the Government's additional inspection cost in accordance with the contract clause titled "Inspection of Construction".

3.9 DOCUMENTATION

The Contractor shall maintain current records providing factual evidence that required quality control activities and/or tests have been performed. These records shall include the work of subcontractors and suppliers and shall be on an acceptable form that includes, as a minimum, the following information:

a. Contractor/subcontractor and their area of responsibility.

b. Operating plant/equipment with hours worked, idle, or down for repair.

c. Work performed each day, giving location, description, and by whom. When Network Analysis (NAS) is used, identify each phase of work performed each day by NAS activity number.

d. Test and/or control activities performed with results and references to specifications/drawings requirements. The control phase shall be identified (Preparatory, Initial, Follow-up). List of deficiencies noted, along with corrective action.

e. Quantity of materials received at the site with statement as to acceptability, storage, and reference to specifications/drawings requirements.

f. Submittals and deliverables reviewed, with contract reference, by whom, and action taken.

g. Offsite surveillance activities, including actions taken.

h. Job safety evaluations stating what was checked, results, and instructions or corrective actions.

i. Instructions given/received and conflicts in plans and/or specifications.

j. Contractor's verification statement.

These records shall indicate a description of trades working on the project; the number of personnel working; weather conditions encountered; and any delays encountered. These records shall cover both conforming and deficient features and shall include a statement that equipment and

SECTION 01 45 04.00 10 Page 13


materials incorporated in the work and workmanship comply with the contract. The original and one copy of these records in report form shall be furnished to the Government daily within 24 hours after the date covered by the report, except that reports need not be submitted for days on which no work is performed. As a minimum, one report shall be prepared and submitted for every 7 days of no work and on the last day of a no work period. All calendar days shall be accounted for throughout the life of the contract. The first report following a day of no work shall be for that day only. Reports shall be signed and dated by the CQC System Manager. The report from the CQC System Manager shall include copies of test reports and copies of reports prepared by all subordinate quality control personnel.

3.10 REPORTING DOCUMENTS

Reporting documentation is available in the Quality Control System (QCS). In the event an individual task order waives the use of QCS, the format of the forms from QCS shall be followed and the submittal requirements will be per task order solicitation and direction of the Contracting Officer

3.11 NOTIFICATION OF NONCOMPLIANCE

The Contracting Officer will notify the Contractor of any detected noncompliance with the foregoing requirements. The Contractor shall take immediate corrective action after receipt of such notice. Such notice, when delivered to the Contractor at the work site, shall be deemed sufficient for the purpose of notification. If the Contractor fails or refuses to comply promptly, the Contracting Officer may issue an order stopping all or part of the work until satisfactory corrective action has been taken. No part of the time lost due to such stop orders shall be made the subject of claim for extension of time or for excess costs or damages by the Contractor.


SECTION 01 45 04.00 10 Page 14




SECTION 01 50 00

TEMPORARY FACILITIES AND CONTROLS FOR DESIGN-BUILD

07/06

PART 1 GENERAL

1.1 REFERENCES 1.2 SUBMITTALS 1.3 EPA LISTED ITEMS USED IN CONDUCT OF THE WORK BUT NOT INCORPORATED

IN THE WORK 1.4 BACKFLOW PREVENTERS CERTIFICATE 1.4.1 Backflow Prevention Training Certificate 1.5 TEMPORARY UTILITIES 1.6 WEATHER PROTECTION 1.6.1 Building and Site Storm Protection 1.7 FACILITY OPERATION AFFECT ON CONTRACTOR OPERATIONS 1.8 STORAGE AREAS 1.8.1 Storage in Existing Buildings 1.9 TEMPORARY SANITARY FACILITIES 1.10 TEMPORARY BUILDINGS 1.10.1 Maintenance of Temporary Facilities

PART 2 PRODUCTS

2.1 BACKFLOW PREVENTERS

PART 3 EXECUTION

3.1 TEMPORARY PHYSICAL CONTROLS 3.1.1 Access Controls 3.1.1.1 Temporary Barricades 3.1.1.2 Fencing 3.1.1.3 Signs 3.1.1.4 Traffic Work 3.2 UTILITY OUTAGES FOR CONSTRUCTION 3.3 TEMPORARY WIRING 3.4 REDUCED PRESSURE BACKFLOW PREVENTERS




SECTION 01 50 00

TEMPORARY FACILITIES AND CONTROLS FOR DESIGN-BUILD07/06

PART 1 GENERAL

1.1 REFERENCES


AMERICAN WATER WORKS ASSOCIATION(AWWA)

AWWA C511 (1997) Reduced-Pressure Principle Backflow Prevention Assembly

FOUNDATION FOR CROSS-CONNECTION CONTROL AND HYDRAULIC RESEARCH (FCCCHR)

FCCCHR List (continuously updated) List of Approved Backflow Prevention Assemblies

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 241 (2004) Safeguarding Construction,Alteration, and Demolition Operations

NFPA 70 (2005; TIA 2005) National Electrical Code


40 CFR 247 Comprehensive Procurement Guideline for Products Containing Recovered Materials

1.2 SUBMITTALS

The use of a "G" following a submittal indicates that a Government approval action is required. Submit the following in accordance with Section 01 33 10.05 20 DESIGN SUBMITTAL PROCEDURES and Section 01 33 00.05 20 CONSTRUCTION SUBMITTAL PROCEDURES.


Utility Outages; G, RO

SD-07 Certificates

Backflow Preventers Certificate of Full Approval

1.3 EPA LISTED ITEMS USED IN CONDUCT OF THE WORK BUT NOT INCORPORATED IN THE WORK

There are many products listed in 40 CFR 247 which have been designated or



proposed by EPA to include recycled or recovered materials that may be used by the Contractor in performing the work but will not be incorporated into the work. These products include office products, temporary traffic control products, and pallets. These non-construction products contain the highest practicable percentage of recycled or recovered materials and can be recycled when no longer needed.

1.4 BACKFLOW PREVENTERS CERTIFICATE

Certificate of Full Approval from FCCCHR List, University of Southern California, attesting that the design, size and make of each backflow preventer has satisfactorily passed the complete sequence of performance testing and evaluation for the respective level of approval. Certificate of Provisional Approval will not be acceptable.

1.4.1 Backflow Prevention Training Certificate

The Contractor shall submit a certificate recognized by the State or local authority that states the Contractor has completed at least 10 hours of training in backflow preventer installations. The certificate must be current.

1.5 TEMPORARY UTILITIES

Reasonable amounts of utilities will be made available to the Contractor without charge, unless otherwise stated in the task order.

The point at which the Government will deliver such utilities or services and the quantity available shall be coordinated with the installation representative. The Contractor shall pay all costs incurred in connecting, converting, and transferring the utilities to the work. The Contractor shall make connections, including providing backflow-preventing devices on connections to domestic water lines; and providing transformers; and make disconnections.

1.6 WEATHER PROTECTION

Take necessary precautions to ensure that roof openings and other critical openings in the building are monitored carefully. Take immediate actions required to seal off such openings when rain or other detrimental weather is imminent, and at the end of each workday.

1.6.1 Building and Site Storm Protection

When a warning of gale force winds is issued, take precautions to minimize danger to persons, and protect the work and nearby Government property. Precautions shall include, but are not limited to, closing openings; removing loose materials, tools and equipment from exposed locations; and removing or securing scaffolding and other temporary work. Close openings in the work when storms of lesser intensity pose a threat to the work or any nearby Government property.

1.7 FACILITY OPERATION AFFECT ON CONTRACTOR OPERATIONS

The contractor shall comply with all facility/installation access and control regulations. Guidance will be provided in the individual task order or as coordinated with the installation representative during the Site Investigation.



1.8 STORAGE AREAS

The Contract Clause entitled "FAR 52.236-10, Operations and Storage Areas" and the following apply:

1.8.1 Storage in Existing Buildings

The Contractor may be working in and around existing buildings; the storage of material will be determined during the Site Investigation.

1.9 TEMPORARY SANITARY FACILITIES

Provide adequate sanitary conveniences of a type approved for the use of persons employed on the work, properly secluded from public observation, and maintained in such a manner as required and approved by the Contracting Officer. Maintain these conveniences at all times without nuisance. Upon completion of the work, remove the conveniences from the premises, leaving the premises clean and free from nuisance. Dispose of sewage through connection to a municipal, district, or station sanitary sewage system. Where such systems are not available, use chemical toilets or comparably effective units, and periodically empty wastes into a municipal, district, or station sanitary sewage system, or remove waste to a commercial facility. Include provisions for pest control and elimination of odors.

1.10 TEMPORARY BUILDINGS

If required, temporary facilities (including trailers) shall be in like new condition and shall be maintained throughout the project. Locate these facilities where directed and within the indicated operations area. Failure to maintain storage trailers or buildings to these standards shall result in the removal of non-complying units at the Contractor's expense. A sign not smaller than 24 by 24 inches shall be conspicuously placed on the trailer depicting the company name, business phone number, and emergency phone number. Trailers shall be anchored to resist high winds and must meet applicable state of local standards for anchoring mobile trailers.

1.10.1 Maintenance of Temporary Facilities

Suitably paint and maintain the temporary facilities. Failure to do so will be sufficient reason to require their removal.

PART 2 PRODUCTS

2.1 BACKFLOW PREVENTERS

Reduced pressure principle type conforming to the applicable requirements AWWA C511. The particular make, model/design, and size of backflow preventers to be installed shall be included in the latest edition of the List of Approved Backflow Prevention Assemblies issued by the FCCCHR List and shall be accompanied by a Certificate of Full Approval from FCCCHR List.



PART 3 EXECUTION

3.1 TEMPORARY PHYSICAL CONTROLS

3.1.1 Access Controls

3.1.1.1 Temporary Barricades

Contractor shall provide for barricading around all work areas to prevent public access.

3.1.1.2 Fencing

Fencing shall be provided along the construction site at all open excavations and tunnels to control access by unauthorized people. Fencing must be installed to be able to restrain a force of at least 250 pounds against it.

3.1.1.3 Signs

Place warning signs at the construction area perimeter designating the presence of construction hazards requiring unauthorized persons to keep out. Signs must be placed on all sides of the project, with at least one sign every 300 feet. All points of entry shall have signs designating the construction site as a hard hat area.

3.1.1.4 Traffic Work

All work around/involving roadways, to include roadway excavations and utility crossings, will be conducted in accordance with Manual of Traffic Control Devices. Contractors shall provide and ensure appropriate road closure and detour signs are established as necessary for motor traffic management. All road closures shall be coordinated with the Contracting Officer in advance. Self-illuminated (lighted) barricades shall be provided during hours of darkness. Brightly-colored (orange) vests are required for all personnel working in roadways. Road closures shall require a road closure plan showing the location of signage.

3.2 UTILITY OUTAGES FOR CONSTRUCTION

Operations requiring outages of utility systems or building systems require two weeks advance notice and are subject to the approval of the Contracting Officer. The Contractor is responsible for unauthorized utility disruptions that cause damage or loss to the Government's real property, equipment, or operations. The Contractor is also responsible for utility disruptions that extend beyond durations prescribed by the Installation DPW and shall provide temporary utilities systems for any utility outage longer than the limits of duration.

3.3 TEMPORARY WIRING

Provide temporary wiring in accordance with NFPA 241 and NFPA 70, Assured Equipment Grounding Conductor Program. Program shall include frequent inspection of all equipment and apparatus.

3.4 REDUCED PRESSURE BACKFLOW PREVENTERS

Provide an approved reduced pressure backflow prevention assembly at each location where the Contractor taps into the Government potable water supply.





SECTION 01 57 20.00 10

ENVIRONMENTAL PROTECTION

04/06

PART 1 GENERAL

1.1 REFERENCES 1.2 DEFINITIONS 1.2.1 Environmental Pollution and Damage 1.2.2 Environmental Protection 1.2.3 Contractor Generated Hazardous Waste 1.2.4 Installation Pest Management Coordinator 1.2.5 Project Pesticide Coordinator 1.2.6 Land Application for Discharge Water 1.2.7 Pesticide 1.2.8 Pests 1.2.9 Surface Discharge 1.2.10 Waters of the United States 1.2.11 Wetlands 1.3 GENERAL REQUIREMENTS 1.4 SUBCONTRACTORS 1.5 PAYMENT 1.6 SUBMITTALS 1.7 ENVIRONMENTAL PROTECTION PLAN 1.7.1 Compliance 1.7.2 Contents 1.7.3 Appendix 1.8 PROTECTION FEATURES 1.9 ENVIRONMENTAL ASSESSMENT OF CONTRACT DEVIATIONS 1.10 NOTIFICATION

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION

3.1 ENVIRONMENTAL PERMITS AND COMMITMENTS 3.2 LAND RESOURCES 3.2.1 Work Area Limits 3.2.2 Landscape 3.2.3 Erosion and Sediment Controls 3.2.4 Contractor Facilities and Work Areas 3.3 WATER RESOURCES 3.3.1 Stream Crossings 3.3.2 Wetlands 3.4 AIR RESOURCES 3.4.1 Particulates 3.4.2 Odors 3.4.3 Sound Intrusions 3.4.4 Burning

SECTION 01 57 20.00 10 Page 1


3.5 CHEMICAL MATERIALS MANAGEMENT AND WASTE DISPOSAL 3.5.1 Solid Wastes 3.5.2 Chemicals and Chemical Wastes 3.5.3 Contractor Generated Hazardous Wastes/Excess Hazardous Materials 3.5.4 Fuel and Lubricants 3.5.5 Waste Water 3.6 RECYCLING AND WASTE MINIMIZATION 3.7 HISTORICAL, ARCHAEOLOGICAL, AND CULTURAL RESOURCES 3.8 BIOLOGICAL RESOURCES 3.9 INTEGRATED PEST MANAGEMENT 3.9.1 Pesticide Delivery and Storage 3.9.2 Qualifications 3.9.3 Pesticide Handling Requirements 3.9.4 Application 3.10 PREVIOUSLY USED EQUIPMENT 3.11 MAINTENANCE OF POLLUTION FACILITIES 3.12 MILITARY MUNITIONS 3.13 TRAINING OF CONTRACTOR PERSONNEL 3.14 POST CONSTRUCTION CLEANUP


SECTION 01 57 20.00 10 Page 2


SECTION 01 57 20.00 10

ENVIRONMENTAL PROTECTION04/06

PART 1 GENERAL

1.1 REFERENCES


U.S. ARMY (DA)

DA AR 200-5 (1999) Pest Management


EM 385-1-1 (2003) Safety -- Safety and Health Requirements

WETLAND MANUAL Corps of Engineers Wetlands Delineation Manual Technical Report Y-87-1


33 CFR 328 Definitions of Waters of the United States

40 CFR 152 - 186 Pesticide Programs

40 CFR 260 Hazardous Waste Management System: General

40 CFR 261 Identification and Listing of Hazardous Waste

40 CFR 262 Standards Applicable to Generators of Hazardous Waste

40 CFR 279 Standards for the Management of Used Oil

40 CFR 302 Designation, Reportable Quantities, and Notification

40 CFR 355 Emergency Planning and Notification

40 CFR 68 Chemical Accident Prevention Provisions

49 CFR 171 - 178 Hazardous Materials Regulations

1.2 DEFINITIONS

1.2.1 Environmental Pollution and Damage

Environmental pollution and damage is the presence of chemical, physical, or biological elements or agents which adversely affect human health or

SECTION 01 57 20.00 10 Page 3


welfare; unfavorably alter ecological balances of importance to human life; affect other species of importance to humankind; or degrade the environment aesthetically, culturally and/or historically.

1.2.2 Environmental Protection

Environmental protection is the prevention/control of pollution and habitat disruption that may occur to the environment during construction. The control of environmental pollution and damage requires consideration of land, water, and air; biological and cultural resources; and includes management of visual aesthetics; noise; solid, chemical, gaseous, and liquid waste; radiant energy and radioactive material as well as other pollutants.

1.2.3 Contractor Generated Hazardous Waste

Contractor generated hazardous waste means materials that, if abandoned or disposed of, may meet the definition of a hazardous waste. These waste streams would typically consist of material brought on site by the Contractor to execute work, but are not fully consumed during the course of construction. Examples include, but are not limited to, excess paint thinners (i.e. methyl ethyl ketone, toluene etc.), waste thinners,excess paints, excess solvents, waste solvents, and excess pesticides, and contaminated pesticide equipment rinse water.

1.2.4 Installation Pest Management Coordinator

Installation Pest Management Coordinator (IPMC) is the individual officially designated by the Installation Commander to oversee the Installation Pest Management Program and the Installation Pest Management Plan.

1.2.5 Project Pesticide Coordinator

The Project Pesticide Coordinator (PPC) is an individual that resides at a Civil Works Project office and that is responsible for oversight of pesticide application on Project grounds.

1.2.6 Land Application for Discharge Water

The term "Land Application" for discharge water implies that the Contractor shall discharge water at a rate which allows the water to percolate into the soil. No sheeting action, soil erosion, discharge into storm sewers, discharge into defined drainage areas, or discharge into the "waters of the United States" shall occur. Land Application shall be in compliance with all applicable Federal, State, and local laws and regulations.

1.2.7 Pesticide

Pesticide is defined as any substance or mixture of substances intended for preventing, destroying, repelling, or mitigating any pest, or intended for use as a plant regulator, defoliant or desiccant.

1.2.8 Pests

The term "pests" means arthropods, birds, rodents, nematodes, fungi, bacteria, viruses, algae, snails, marine borers, snakes, weeds and other organisms (except for human or animal disease-causing organisms) that adversely affect readiness, military operations, or the well-being of

SECTION 01 57 20.00 10 Page 4


personnel and animals; attack or damage real property, supplies, equipment, or vegetation; or are otherwise undesirable.

1.2.9 Surface Discharge

The term "Surface Discharge" implies that the water is discharged with possible sheeting action and subsequent soil erosion may occur. Waters that are surface discharged may terminate in drainage ditches, storm sewers,creeks, and/or "waters of the United States" and would require a permit to discharge water from the governing agency.

1.2.10 Waters of the United States

All waters which are under the jurisdiction of the Clean Water Act, as defined in 33 CFR 328.

1.2.11 Wetlands

Wetlands means those areas that are inundated or saturated by surface or ground water at a frequency and duration sufficient to support, and that under normal circumstances do support, a prevalence of vegetation typically adapted for life in saturated soil conditions. Wetlands generally include swamps, marshes, and bogs. Official determination of whether or not an area is classified as a wetland must be done in accordance with WETLAND MANUAL.


Minimize environmental pollution and damage that may occur as the result of construction operations. The environmental resources within the project boundaries and those affected outside the limits of permanent work shall be protected during the entire duration of this contract. Comply with all applicable environmental Federal, State, and local laws and regulations. The Contractor is responsible for any delays resulting from failure to comply with environmental laws and regulations.

1.4 SUBCONTRACTORS

Ensure compliance with this section by subcontractors.

1.5 PAYMENT

The Contractor is responsible for payment of all fines/fees for violation or non-compliance with Federal, State, Regional and local laws and regulations.

1.6 SUBMITTALS



Environmental Protection Plan; G

SECTION 01 57 20.00 10 Page 5


1.7 ENVIRONMENTAL PROTECTION PLAN

The purpose of the Environmental Protection Plan is to present a comprehensive overview of known or potential environmental issues which the Contractor must address during construction. Issues of concern shall be defined within the Environmental Protection Plan as outlined in this section. In the environmental plan, The Contractor shall address each topic at a level of detail commensurate with the environmental issue and required construction task(s). Topics or issues which are not identified in this section, but which the Contractor considers necessary, shall be identified and discussed after those items formally identified in this section. Prior to commencing any project construction activities or delivery of materials to the site, the Contractor shall submit a non-project specific Environmental Protection Plan for review and acceptance by the Contracting Officer. With each task order, again prior to commencing construction activities or delivery of materials to the project site, the Contractor shall submit the project specific supplement to the generic Environmental Protection Plan for review and acceptance by the Contracting Officer. Prior to implementation of the Environmental Protection Plan, the Contractor shall meet with the Contracting Officer for the purpose of discussing the implementation of the initial Environmental Protection Plan; possible subsequent additions and revisions to the plan including any reporting requirements; and methods for administration of the Contractor's Environmental Plans. The Environmental Protection Plan shall be current and maintained onsite by the Contractor.

1.7.1 Compliance

No requirement in this Section shall be construed as relieving the Contractor of any applicable Federal, State, and local environmental protection laws and regulations. During Construction, the Contractor shall be responsible for identifying, implementing, and submitting for approval any additional requirements to be included in the Environmental Protection Plan.

1.7.2 Contents

The environmental protection plan shall include, but shall not be limited to, the following:

a. Name(s) of person(s) within the Contractor's organization who is(are) responsible for ensuring adherence to the Environmental Protection Plan.

b. Name(s) and qualifications of person(s) responsible for manifesting hazardous waste to be removed from the site, if applicable.

c. Name(s) and qualifications of person(s) responsible for training the Contractor's environmental protection personnel.

d. Description of the Contractor's environmental protection personnel training program.

e. An erosion and sediment control plan which identifies the type and location of the erosion and sediment controls to be provided. The plan shall include monitoring and reporting requirements to assure that the control measures are in compliance with the erosion and sediment control plan, Federal, State, and local laws and regulations. A Storm Water Pollution Prevention Plan (SWPPP) may be substituted for this

SECTION 01 57 20.00 10 Page 6


plan.

f. Drawings showing locations of proposed temporary excavations or embankments for haul roads, stream crossings, material storage areas, structures, sanitary facilities, and stockpiles of excess or spoil materials including methods to control runoff and to contain materials on the site.

g. Traffic control plans including measures to reduce erosion of temporary roadbeds by construction traffic, especially during wet weather. Plan shall include measures to minimize the amount of mud transported onto paved public roads by vehicles or runoff.

h. Work area plan showing the proposed activity in each portion of the area and identifying the areas of limited use or nonuse. Plan should include measures for marking the limits of use areas including methods for protection of features to be preserved within authorized work areas.

i. Drawing showing the location of borrow areas.

j. The Spill Control plan shall include the procedures, instructions, and reports to be used in the event of an unforeseen spill of a substance regulated by 40 CFR 68, 40 CFR 302, 40 CFR 355, and/or regulated under State or Local laws and regulations. The Spill Control Plan supplements the requirements of EM 385-1-1. This plan shall include as a minimum:

1. The name of the individual who will report any spills or hazardous substance releases and who will follow up with complete documentation. This individual shall immediately notify the Contracting Officer and Facility Response Personnel in addition to the legally required Federal, State, and local reporting channels (including the National Response Center 1-800-424-8802) if a reportable quantity is released to the environment. The plan shall contain a list of the required reporting channels and telephone numbers.

2. The name and qualifications of the individual who will be responsible for implementing and supervising the containment and cleanup.

3. Training requirements for Contractor's personnel and methods of accomplishing the training.

4. A list of materials and equipment to be immediately available at the job site, tailored to cleanup work of the potential hazard(s) identified.

5. The names and locations of suppliers of containment materials and locations of additional fuel oil recovery, cleanup, restoration, and material-placement equipment available in case of an unforeseen spill emergency.

6. The methods and procedures to be used for expeditious contaminant cleanup.

k. A non-hazardous solid waste disposal plan identifying waste minimization, collection, and disposals methods, waste streams (type and quantity), and locations for solid waste diversion/disposal

SECTION 01 57 20.00 10 Page 7


including clearing debris and C&D waste that is diverted (salvaged, reused, or recycled). The plan shall detail the contractor's actions to comply with, and to participate in, Federal, state, regional, local government, and installation sponsored recycling programs to reduce the volume of solid waste at the source. The Construction and Demolition Waste Management Plan specified in the Section 01 74 19 may be used as the non-hazardous solid waste management plan. The plan shall include schedules for disposal. The Contractor shall identify any subContractors responsible for the transportation and disposal of solid waste. Licenses or permits shall be submitted for solid waste disposal sites that are not a commercial operating facility. Evidence of the disposal facility's acceptance of the solid waste shall be attached to this plan during the construction. The Contractor shall attach a copy of each of the Non-hazardous Solid Waste Diversion Reports to the disposal plan. The report shall be submitted on the first working day after the first quarter that non-hazardous solid waste has been disposed and/or diverted and shall be for the previous quarter (e.g. the first working day of January, April, July, and October). The report shall indicate the total amount of waste generated and total amount of waste diverted in cubic yards or tons along with the percent that was diverted.

l. A recycling and solid waste minimization plan with a list of measures to reduce consumption of energy and natural resources. The plan shall detail the Contractor's actions to comply with and to participate in Federal, State, Regional, and local government sponsored recycling programs to reduce the volume of solid waste at the source. These recycling programs include the the Department of the Army's requirement for a 50 percent minimum diversion of construction and demolition (C&D) non-hazardous solid waste by weight, from landfill disposal or incineration, in order to promote more efficient use of construction materials during construction. See Section 01 62 35 RECYCLED/RECOVERED MATERIALS.

m. An air pollution control plan detailing provisions to assure that dust, debris, materials, trash, etc., do not become air borne and travel off the project site.

n. A contaminant prevention plan that: identifies potentially hazardous substances to be used on the job site; identifies the intended actions to prevent introduction of such materials into the air, water, or ground; and details provisions for compliance with Federal, State, and local laws and regulations for storage and handling of these materials. In accordance with EM 385-1-1, a copy of the Material Safety Data Sheets (MSDS) and the maximum quantity of each hazardous material to be on site at any given time shall be included in the contaminant prevention plan. As new hazardous materials are brought on site or removed from the site, the plan shall be updated. Reference this plan in the Storm water Pollution Prevention Plan, as applicable.

o. A waste water management plan that identifies the methods and procedures for management and/or discharge of waste waters which are directly derived from construction activities, such as concrete curing water, clean-up water, dewatering of ground water, disinfection water, hydrostatic test water, and water used in flushing of lines. If a settling/retention pond is required, the plan shall include the design of the pond including drawings, removal plan, and testing requirements for possible pollutants. If land application will be the method of

SECTION 01 57 20.00 10 Page 8


disposal for the waste water, the plan shall include a sketch showing the location for land application along with a description of the pretreatment methods to be implemented. If surface discharge will be the method of disposal, a copy of the permit and associated documents shall be included as an attachment prior to discharging the waste water. If disposal is to a sanitary sewer, the plan shall include documentation that the Waste Water Treatment Plant Operator has approved the flow rate, volume, and type of discharge.

p. A historical, archaeological, cultural resources biological resources and wetlands plan that defines procedures for identifying and protecting historical, archaeological, cultural resources, biological resources and wetlands known to be on the project site: and/or identifies procedures to be followed if historical archaeological, cultural resources, biological resources and wetlands not previously known to be onsite or in the area are discovered during construction. The plan shall include methods to assure the protection of known or discovered resources and shall identify lines of communication between Contractor personnel and the Contracting Officer.

q. A pesticide treatment plan shall be included and updated, as information becomes available. The plan shall include: sequence of treatment, dates, times, locations, pesticide trade name, EPA registration numbers, authorized uses, chemical composition, formulation, original and applied concentration, application rates of active ingredient (i.e. pounds of active ingredient applied), equipment used for application and calibration of equipment. The Contractor is responsible for Federal, State, Regional and Local pest management record keeping and reporting requirements as well as any additional Installation Project Office specific requirements. The Contractor shall follow DA AR 200-5 Pest Management, Chapter 2, Section III "Pest Management Records and Reports" for data required to be reported to the Installation.

1.7.3 Appendix

Copies of all environmental permits, permit application packages, approvals to construct, notifications, certifications, reports, and termination documents shall be attached,as an appendix, to the Environmental Protection Plan.

1.8 PROTECTION FEATURES

This paragraph supplements the Contract Clause PROTECTION OF EXISTING VEGETATION, STRUCTURES, EQUIPMENT, UTILITIES, AND IMPROVEMENTS. Prior to start of any onsite construction activities, the Contractor and the Contracting Officer shall make a joint condition survey. Immediately following the survey, the Contractor shall prepare a brief report including a plan describing the features requiring protection under the provisions of the Contract Clauses, which are not specifically identified on the drawings as environmental features requiring protection along with the condition of trees, shrubs and grassed areas immediately adjacent to the site of work and adjacent to the Contractor's assigned storage area and access route(s), as applicable. This survey report shall be signed by both the the Contractor and the Contracting Officer upon mutual agreement as to its accuracy and completeness. The Contractor shall protect those environmental features included in the survey report and any indicated on the drawings, regardless of interference which their preservation may cause to the Contractor's work under the contract.

SECTION 01 57 20.00 10 Page 9


1.9 ENVIRONMENTAL ASSESSMENT OF CONTRACT DEVIATIONS

Any deviations, requested by the Contractor, from the drawings,plans and specifications which may have an environmental impact will be subject to approval by the Contracting Officer and may require an extended review, processing, and approval time. The Contracting Officer reserves the right to disapprove alternate methods, even if they are more cost effective, if the Contracting Officer determines that the proposed alternate method will have an adverse environmental impact.

1.10 NOTIFICATION

The Contracting Officer will notify the Contractor in writing of any observed noncompliance with Federal, State or local environmental laws or regulations, permits, and other elements of the Contractor's Environmental Protection plan. The Contractor shall, after receipt of such notice, inform the Contracting Officer of the proposed corrective action and take such action when approved by the Contracting Officer. The Contracting Officer may issue an order stopping all or part of the work until satisfactory corrective action has been taken. No time extensions shall be granted or equitable adjustments allowed to the Contractor for any such suspensions. This is in addition to any other actions the Contracting Officer may take under the contract, or in accordance with the Federal Acquisition Regulation or Federal Law.


PART 3 EXECUTION

3.1 ENVIRONMENTAL PERMITS AND COMMITMENTS

Unless stated otherwise in the individual task order, the Contractor shall be responsible for obtaining and complying with all environmental permits and commitments required by Federal, State, Regional, and local environmental laws and regulations.

3.2 LAND RESOURCES

The Contractor shall confine all activities to areas defined by the drawings and specifications. Prior to the beginning of any construction, the Contractor shall identify any land resources to be preserved within the work area. Except in areas indicated on the drawings or specified to be cleared, the Contractor shall not remove, cut, deface, injure, or destroy land resources including trees, shrubs, vines, grasses, topsoil, and land forms without approval. No ropes, cables, or guys shall be fastened to or attached to any trees for anchorage unless specifically authorized. The Contractor shall provide effective protection for land and vegetation resources at all times as defined in the following subparagraphs. Stone, soil, or other materials displaced into uncleared areas shall be removed by the Contractor.

3.2.1 Work Area Limits

Prior to commencing construction activities, the Contractor shall mark the areas that need not be disturbed under this contract. Isolated areas within the general work area which are not to be disturbed shall be marked or fenced. Monuments and markers shall be protected before construction operations commence. Where construction operations are to be conducted

SECTION 01 57 20.00 10 Page 10


during darkness, any markers shall be visible in the dark. The Contractor's personnel shall be knowledgeable of the purpose for marking and/or protecting particular objects.

3.2.2 Landscape

Trees, shrubs, vines, grasses, land forms and other landscape features indicated and defined on the drawings to be preserved shall be clearly identified by marking, fencing, or wrapping with boards, or any other approved techniques. The Contractor shall restore landscape features damaged or destroyed during construction operations outside the limits of the approved work area.

3.2.3 Erosion and Sediment Controls

The Contractor is responsible for providing erosion and sediment control measures in accordance with Federal, State, and local laws and regulations. The erosion and sediment controls selected and maintained by the Contractor shall be such that water quality standards are not violated as a result of the Contractor's construction activities. The area of bare soil exposed at any one time by construction operations should be kept to a minimum. The Contractor shall construct or install temporary and permanent erosion and sediment control best management practices (BMPs). BMPs may include, but not be limited to, vegetation cover, stream bank stabilization, slope stabilization, silt fences, construction of terraces, interceptor channels, sediment traps, inlet and outfall protection, diversion channels, and sedimentation basins. Any temporary measures shall be removed after the area has been stabilized.

3.2.4 Contractor Facilities and Work Areas

The Contractor's field offices, staging areas, stockpile storage, and temporary buildings shall be placed in areas designated on the drawings or as directed by the Contracting Officer. Temporary movement or relocation of Contractor facilities shall be made only when approved. Erosion and sediment controls shall be provided for on-site borrow and spoil areas to prevent sediment from entering nearby waters. Temporary excavation and embankments for plant and/or work areas shall be controlled to protect adjacent areas.

3.3 WATER RESOURCES

The Contractor shall monitor construction activities to prevent pollution of surface and ground waters. Toxic or hazardous chemicals shall not be applied to soil or vegetation unless otherwise indicated. All water areas affected by construction activities shall be monitored by the Contractor. For construction activities immediately adjacent to impaired surface waters, the Contractor shall be capable of quantifying sediment or pollutant loading to that surface water when required by State or Federally issued Clean Water Act permits.

3.3.1 Stream Crossings

Stream crossings shall allow movement of materials or equipment without violating water pollution control standards of the Federal, State, and local governments or impede state-designated flows.

SECTION 01 57 20.00 10 Page 11


3.3.2 Wetlands

The Contractor shall not enter, disturb, destroy, or allow discharge of contaminants into any wetlands.

3.4 AIR RESOURCES

Equipment operation, activities, or processes performed by the Contractor shall be in accordance with all Federal and State air emission and performance laws and standards.

3.4.1 Particulates

Dust particles; aerosols and gaseous by-products from construction activities; and processing and preparation of materials, such as from asphaltic batch plants; shall be controlled at all times, including weekends, holidays and hours when work is not in progress. The Contractor shall maintain excavations, stockpiles, haul roads, permanent and temporary access roads, plant sites, spoil areas, borrow areas, and other work areas within or outside the project boundaries free from particulates which would cause the Federal, State, and local air pollution standards to be exceeded or which would cause a hazard or a nuisance. Sprinkling, chemical treatment of an approved type, baghouse, scrubbers, electrostatic precipitators or other methods will be permitted to control particulates in the work area. Sprinkling, to be efficient, must be repeated to keep the disturbed area damp at all times. The Contractor must have sufficient, competent equipment available to accomplish these tasks. Particulate control shall be performed as the work proceeds and whenever a particulate nuisance or hazard occurs. The Contractor shall comply with all State and local visibility regulations.

3.4.2 Odors

Odors from construction activities shall be controlled at all times. The odors shall not cause a health hazard and shall be in compliance with State regulations and/or local ordinances.

3.4.3 Sound Intrusions

The Contractor shall keep construction activities under surveillance and control to minimize environment damage by noise. The Contractor shall comply with the provisions of the installation and State in which construction is being performed.

3.4.4 Burning

Burning will not be allowed on the project site unless specified in other sections of the specifications, the individual task order, or authorized in writing by the Contracting Officer. The specific time, location, and manner of burning shall be subject to approval.

3.5 CHEMICAL MATERIALS MANAGEMENT AND WASTE DISPOSAL

Disposal of wastes shall be as directed below, unless otherwise specified in other sections and/or shown on the drawings.

3.5.1 Solid Wastes

Solid wastes (excluding clearing debris) shall be placed in containers

SECTION 01 57 20.00 10 Page 12


which are emptied on a regular schedule. Handling, storage, and disposal shall be conducted to prevent contamination. Segregation measures shall be employed so that no hazardous or toxic waste will become co-mingled with solid waste. The Contractor shall transport solid waste off Government property and dispose of it in compliance with Federal, State, and local requirements for solid waste disposal. A Subtitle D RCRA permitted landfill shall be the minimum acceptable off-site solid waste disposal option. The Contractor shall verify that the selected transporters and disposal facilities have the necessary permits and licenses to operate. The Contractor shall comply with Federal, State, and local laws and regulations pertaining to the use of landfill areas.

3.5.2 Chemicals and Chemical Wastes

Chemicals shall be dispensed ensuring no spillage to the ground or water. Periodic inspections of dispensing areas to identify leakage and initiate corrective action shall be performed and documented. This documentation will be periodically reviewed by the Government. Chemical waste shall be collected in corrosion resistant, compatible containers. Collection drums shall be monitored and removed to a staging or storage area when contents are within 6 inches of the top. Wastes shall be classified, managed, stored, and disposed of in accordance with Federal, State, and local laws and regulations.

3.5.3 Contractor Generated Hazardous Wastes/Excess Hazardous Materials

Hazardous wastes are defined in 40 CFR 261, or are as defined by applicable State and local regulations. Hazardous materials are defined in 49 CFR 171 - 178. The Contractor shall, at a minimum, manage and store hazardous waste in compliance with 40 CFR 262. The Contractor shall take sufficient measures to prevent spillage of hazardous and toxic materials during dispensing. The Contractor shall segregate hazardous waste from other materials and wastes, shall protect it from the weather by placing it in a safe covered location, and shall take precautionary measures such as berming or other appropriate measures against accidental spillage. The Contractor shall be responsible for storage, describing, packaging, labeling, marking, and placarding of hazardous waste and hazardous material in accordance with 49 CFR 171 - 178, State, and local laws and regulations. The Contractor shall transport Contractor generated hazardous waste off Government property within 60 days in accordance with the Environmental Protection Agency and the Department of Transportation laws and regulations. The Contractor shall dispose of hazardous waste in compliance with Federal, State and local laws and regulations. Spills of hazardous or toxic materials shall be immediately reported to the Contracting Officer and the Facility Environmental Office. Cleanup and cleanup costs due to spills shall be the Contractor's responsibility. The disposition of Contractor generated hazardous waste and excess hazardous materials are the Contractor's responsibility.

3.5.4 Fuel and Lubricants

Storage, fueling and lubrication of equipment and motor vehicles shall be conducted in a manner that affords the maximum protection against spill and evaporation. Fuel, lubricants and oil shall be managed and stored in accordance with all Federal, State, Regional, and local laws and regulations. Used lubricants and used oil to be discarded shall be stored in marked corrosion-resistant containers and recycled or disposed in accordance with 40 CFR 279, State, and local laws and regulations. Fueling areas shall be lined and bermed and discharge points for site run-off shall

SECTION 01 57 20.00 10 Page 13


have storm water control structures established. A liquid containment clean-up kit shall be available at the fueling area.

3.5.5 Waste Water

Disposal of waste water shall be as specified below.

a. Waste water from construction activities, such as onsite material processing, concrete curing, foundation and concrete clean-up, water used in concrete trucks, forms, etc. shall not be allowed to enter water ways or to be discharged prior to being treated to remove pollutants.

b. For discharge of ground water, the Contractor shall surface discharge in accordance with all Federal, State, and local laws and regulations.

c. Water generated from the flushing of lines after disinfection or disinfection in conjunction with hydrostatic testing shall be land applied in accordance with all Federal, State, and local laws and regulations for land application.

3.6 RECYCLING AND WASTE MINIMIZATION

The Contractor shall participate in State and local government sponsored recycling programs. The Contractor is further encouraged to minimize solid waste generation throughout the duration of the project.

3.7 HISTORICAL, ARCHAEOLOGICAL, AND CULTURAL RESOURCES

If during excavation or other construction activities any previously unidentified or unanticipated historical, archaeological, and cultural resources are discovered or found, all activities that may damage or alter such resources shall be temporarily suspended. Resources covered by this paragraph include but are not limited to: any human skeletal remains or burials; artifacts; shell, midden, bone, charcoal, or other deposits; rock or coral alignments, pavings, wall, or other constructed features; and any indication of agricultural or other human activities. Upon such discovery or find, the Contractor shall immediately notify the Contracting Officer so that the appropriate authorities may be notified and a determination made as to their significance and what, if any, special disposition of the finds should be made. The Contractor shall cease all activities that may result in impact to or the destruction of these resources. The Contractor shall secure the area and prevent employees or other persons from trespassing on, removing, or otherwise disturbing such resources.

3.8 BIOLOGICAL RESOURCES

The Contractor shall minimize interference with, disturbance to, and damage to fish, wildlife, and plants including their habitat. The Contractor shall be responsible for the protection of threatened and endangered animal and plant species including their habitat in accordance with Federal, State, Regional, and local laws and regulations.

3.9 INTEGRATED PEST MANAGEMENT

In order to minimize impacts to existing fauna and flora, the Contractor, through the Contracting Officer, shall coordinate with the Installation Pest Management Coordinator (IPMC) at the earliest possible time prior to

SECTION 01 57 20.00 10 Page 14


pesticide application. The Contractor shall discuss integrated pest management strategies with the IPMC and receive concurrence from the IPMC through the COR prior to the application of any pesticide associated with these specifications. Installation Project Office Pest Management personnel shall be given the opportunity to be present at all meetings concerning treatment measures for pest or disease control and during application of the pesticide. The use and management of pesticides are regulated under 40 CFR 152 - 186.

3.9.1 Pesticide Delivery and Storage

Pesticides, approved for use on the Installation, shall be delivered to the site in the original, unopened containers bearing legible labels indicating the EPA registration number and the manufacturer's registered uses. Pesticides shall be stored according to manufacturer's instructions and under lock and key when unattended.

3.9.2 Qualifications

For the application of pesticides, the Contractor shall use the services of a subContractor whose principal business is pest control. The subContractor shall be licensed and certified in the state where the work is to be performed.

3.9.3 Pesticide Handling Requirements

The Contractor shall formulate, treat with, and dispose of pesticides and associated containers in accordance with label directions and shall use the clothing and personal protective equipment specified on the labeling for use during all phases of the application. Material Safety Data Sheets (MSDS)shall be available for all pesticide products.

3.9.4 Application

Pesticides shall be applied by a State Certified Pesticide Applicator in accordance with EPA label restrictions and recommendation. The Certified Applicator shall wear clothing and personal protective equipment as specified on the pesticide label. The Contractor shall not allow the equipment to overflow.

3.10 PREVIOUSLY USED EQUIPMENT

The Contractor shall clean all previously used construction equipment prior to bringing it onto the project site. The Contractor shall ensure that the equipment is free from soil residuals, egg deposits from plant pests, noxious weeds, and plant seeds. The Contractor shall consult with the USDA jurisdictional office for additional cleaning requirements.

3.11 MAINTENANCE OF POLLUTION FACILITIES

The Contractor shall maintain permanent and temporary pollution control facilities and devices for the duration of the contract or for that length of time construction activities create the particular pollutant.

3.12 MILITARY MUNITIONS

In the event the Contractor discovers or uncovers military munitions as defined in 40 CFR 260, the Contractor shall immediately stop work in that area and immediately inform the Contracting Officer.

SECTION 01 57 20.00 10 Page 15


3.13 TRAINING OF CONTRACTOR PERSONNEL

The Contractor's personnel shall be trained in all phases of environmental protection and pollution control. The Contractor shall conduct environmental protection/pollution control meetings for all Contractor personnel prior to commencing construction activities. Additional meetings shall be conducted for new personnel and when site conditions change. The training and meeting agenda shall include: methods of detecting and avoiding pollution; familiarization with statutory and contractual pollution standards; installation and care of devices, vegetative covers, and instruments required for monitoring purposes to ensure adequate and continuous environmental protection/pollution control; anticipated hazardous or toxic chemicals or wastes, and other regulated contaminants; recognition and protection of archaeological sites, artifacts, wetlands, and endangered species and their habitat that are known to be in the area.

3.14 POST CONSTRUCTION CLEANUP

The Contractor shall clean up all areas used for construction in accordance with Contract Clause: "Cleaning Up". The Contractor shall, unless otherwise instructed in writing by the Contracting Officer, obliterate all signs of temporary construction facilities such as haul roads, work area, structures, foundations of temporary structures, stockpiles of excess or waste materials, and other vestiges of construction prior to final acceptance of the work. The disturbed area shall be graded, filled and the entire area seeded unless otherwise indicated.


SECTION 01 57 20.00 10 Page 16




SECTION 01 62 35

RECYCLED / RECOVERED MATERIALS

07/06

PART 1 GENERAL

1.1 REFERENCES 1.2 OBJECTIVES 1.3 EPA DESIGNATED ITEMS INCORPORATED IN THE WORK 1.4 EPA PROPOSED ITEMS INCORPORATED IN THE WORK 1.5 EPA LISTED ITEMS USED IN CONDUCT OF THE WORK BUT NOT INCORPORATED

IN THE WORK




SECTION 01 62 35

RECYCLED / RECOVERED MATERIALS

07/06

PART 1 GENERAL

1.1 REFERENCES



40 CFR 247 Comprehensive Procurement Guideline for Products Containing Recovered Materials

1.2 OBJECTIVES

Government procurement policy is to acquire, in a cost effective manner, items containing the highest percentage of recycled and recovered materials practicable consistent with maintaining a satisfactory level of competition without adversely affecting performance requirements or exposing suppliers' employees to undue hazards from the recovered materials. The Environmental Protection Agency (EPA) has designated certain items which must contain a specified percent range of recovered or recycled materials. EPA designated products specified in this contract comply with the stated policy and with the EPA guidelines. The Contractor shall make all reasonable efforts to use recycled and recovered materials in providing the EPA designated products and in otherwise utilizing recycled and recovered materials in the execution of the work.

EPA maintains a Database of Manufacturers and Suppliers for each designateditem at http://www.epa.gov/cpg/database.htm. Use ofsources from this database is not required. It is intended as a tool toassist purchasers in locating products with recycled content.

1.3 EPA DESIGNATED ITEMS INCORPORATED IN THE WORK

Various sections of the specifications contain requirements for materials that have been designated by EPA as being products which are or can be made with recovered or recycled materials. These items, when incorporated into the work under this contract, shall contain at least the specified percentage of recycled or recovered materials.

When a designated item is specified as an option to a non-designated item, the designated item requirements apply only if the designated item is used in the work.

1.4 EPA PROPOSED ITEMS INCORPORATED IN THE WORK

Products other than those designated by EPA are still being researched and are being considered for future Comprehensive Procurement Guideline (CPG) designation. It is recommended that these items, when incorporated in the



work under this contract, contain the highest practicable percentage of recycled or recovered materials, provided specified requirements are also met.

1.5 EPA LISTED ITEMS USED IN CONDUCT OF THE WORK BUT NOT INCORPORATED IN THE WORK

There are many products listed in 40 CFR 247 which have been designated or proposed by EPA to include recycled or recovered materials that may be used by the Contractor in performing the work but will not be incorporated into the work. These products include office products, temporary traffic control products, and pallets. It is recommended that these non-construction products, when used in the conduct of the work, contain the highest practicable percentage of recycled or recovered materials and that these products be recycled when no longer needed.






SECTION 01 74 19

CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT

01/07

PART 1 GENERAL

1.1 REFERENCES 1.2 GOVERNMENT POLICY 1.3 MANAGEMENT 1.4 SUBMITTALS 1.5 MEETINGS 1.6 RECORDS 1.7 COLLECTION 1.8 DISPOSAL 1.8.1 Reuse. 1.8.2 Recycle. 1.8.3 Waste. 1.8.4 Return

PART 2 PRODUCTS

PART 3 EXECUTION




SECTION 01 74 19

CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT01/07

PART 1 GENERAL

1.1 REFERENCES


ASTM INTERNATIONAL (ASTM)

ASTM E 1609 (1994; R 2001) Development and Implementation of a Pollution Prevention Program



1.2 GOVERNMENT POLICY

Government policy is to apply sound environmental principles in the design, construction and use of facilities. As part of the implementation of that policy the Contractor shall: (1) practice efficient waste management when sizing, cutting, and installing products and materials and (2) use all reasonable means to divert construction and demolition waste from landfills and incinerators and to facilitate their recycling or reuse. A minimum of 50 percent by weight of total project solid waste shall be diverted from the landfill.

1.3 MANAGEMENT

Develop and implement a waste management program in accordance with ASTM E 1609 and as specified. Take a pro-active, responsible role in the management of construction and demolition waste and require all subcontractors, vendors, and suppliers to participate in the effort. Construction and demolition waste includes products of demolition or removal, excess or unusable construction materials, packaging materials for construction products, and other materials generated during the construction process but not incorporated into the work. In the management of waste consideration shall be given to the availability of viable markets, the condition of the material, the ability to provide the material in suitable condition and in a quantity acceptable to available markets, and time constraints imposed by internal project completion mandates. The Contractor is responsible for implementation of any special programs involving rebates or similar incentives related to recycling of waste. Revenues or other savings obtained for salvage, or recycling accrue to the Contractor. Appropriately permit firms and facilities used for recycling, reuse, and disposal for the intended use to the extent required by federal, state, and local regulations. Also, provide on-site instruction of



appropriate separation, handling, recycling, salvage, reuse, and return methods to be used by all parties at the appropriate stages of the project.

1.4 SUBMITTALS



Records

1.5 MEETINGS

Conduct Construction Waste Management meetings. After award of the Contract and prior to commencement of work, schedule and conduct a meeting with the Contracting Officer to discuss the proposed Waste Management Plan and to develop a mutual understanding relative to the details of waste management. The requirements for this meeting may be fulfilled during the coordination and mutual understanding meeting outlined in Section 01 45 04.00 10 CONTRACTOR QUALITY CONTROL. At a minimum, environmental and waste management goals and issues shall be discussed at the following additional meetings:

a. Pre-bid meeting.

b. Preconstruction meeting.

c. Regular QC meetings.

d. Work safety meetings.

1.6 RECORDS

Records shall be maintained to document the quantity of waste generated; the quantity of waste diverted through sale, reuse, or recycling; and the quantity of waste disposed by landfill or incineration. Records shall be kept in accordance with the LEED Reference Guide and using the equivalent of the LEED Letter Template. The records shall be made available to the Contracting Officer during construction, and a copy of the records shall be included in the LEED Documentation Notebook.

Additionally, to support Army quarterly waste reduction reporting (SWAR) requirements, LEED waste diversion data shall be measured by weight (not volume) and submitted quarterly and at project completion, with all supporting documentation (weigh tickets/receipts), for forwarding to Installation SWAR coordinator.

1.7 COLLECTION

Separate, store, protect, and handle at the site identified recyclable and salvageable waste products in a manner that maximizes recyclability and salvagability of identified materials. Provide the necessary containers, bins and storage areas to facilitate effective waste management and clearly and appropriately identify them. Provide materials for barriers and



enclosures around recyclable material storage areas which are nonhazardous and recyclable or reusable. Locate out of the way of construction traffic. Provide adequate space for pick-up and delivery and convenience to subcontractors. Recycling and waste bin areas are to be kept neat and clean, and recyclable materials shall be handled to prevent contamination of materials from incompatible products and materials. Clean contaminated materials prior to placing in collection containers. Use cleaning materials that are nonhazardous and biodegradable. Handle hazardous waste and hazardous materials in accordance with applicable regulations and coordinate with Section 01 57 20.00 10 ENVIRONMENTAL PROTECTION. Separate materials by one of the following methods:

1.8 DISPOSAL

Control accumulation of waste materials and trash. Recycle or dispose of collected materials off-site at intervals in compliance with waste management procedures. Except as otherwise specified in other sections of the specifications, disposal shall be in accordance with the following:

1.8.1 Reuse.

First consideration shall be given to salvage for reuse since little or no re-processing is necessary for this method, and less pollution is created when items are reused in their original form. Sale or donation of waste suitable for reuse shall be considered.

1.8.2 Recycle.

Waste materials not suitable for reuse, but having value as being recyclable, shall be made available for recycling. All fluorescent lamps, HID lamps, and mercury-containing thermostats removed from the site shall be recycled. Arrange for timely pickups from the site or deliveries to recycling facilities in order to prevent contamination of recyclable materials.

1.8.3 Waste.

Materials with no practical use or economic benefit shall be disposed at a landfill or incinerator.

1.8.4 Return

Set aside and protect misdelivered and substandard products and materials and return to supplier for credit.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used. -- End of Section --





SECTION 01 78 02.00 10

CLOSEOUT SUBMITTALS

04/06

PART 1 GENERAL

1.1 REFERENCES 1.2 SUBMITTALS 1.3 PROJECT RECORD DOCUMENTS 1.3.1 As-Built Drawings 1.3.1.1 Working As-Built and Final As-Built Drawings 1.3.1.2 Drawing Preparation 1.3.1.3 Computer Aided Design (CAD) Drawings 1.3.1.4 Manually Prepared Drawings 1.3.1.5 Payment 1.3.2 As-Built Record of Equipment and Materials 1.3.3 Final Approved Shop Drawings 1.3.4 Construction Contract Specifications 1.3.5 Real Property Equipment 1.3.6 Project Feedback Report 1.3.6.1 Project Feedback and Lessons Learned 1.3.6.2 Future Actions 1.4 WARRANTY MANAGEMENT 1.4.1 Warranty Management Plan 1.4.2 Performance Bond 1.4.3 Pre-Warranty Conference 1.4.4 Contractor's Response to Construction Warranty Service

Requirements 1.4.5 Warranty Tags 1.5 TESTING, ADJUSTING, BALANCING, AND COMMISSIONING 1.5.1 Testing Plan 1.5.2 Testing Period 1.5.3 Field Tests 1.5.4 System Performance Tests 1.6 OPERATION AND MAINTENANCE MANUALS 1.7 TRAINING PROGRAM 1.8 FINAL CLEANING 1.9 Project Close-Out Final Acceptance Form


PART 3 EXECUTION (NOT USED)


SECTION 01 78 02.00 10 Page 1


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CLOSEOUT SUBMITTALS04/06

PART 1 GENERAL

1.1 REFERENCES

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


ER 25-345-1 (1991) Systems Operation and Maintenance Documentation

1.2 SUBMITTALS


SD-02 Shop Drawings

As-Built Drawings

Drawings showing final as-built conditions of the project. The final CAD as-built drawings shall SOW. In addition,for MEDCOM projects, a DVD, in AutoCAD, set of the final as-built drawings shall be sent to DMLSS-FM, 2410 Stanley Road, Suite B14, Fort Sam Houston, Texas, 78234; phone 210-295-2451.

SD-03 Product Data

As-Built Record of Equipment and Materials

Two copies of the record listing the as-built materials and equipment incorporated into the construction of the project.

Warranty Management Plan

One set of the warranty management plan containing information relevant to the warranty of materials and equipment incorporated into the construction project, including the starting date of warranty of construction. The Contractor shall furnish with each warranty the name, address, and telephone number of each of the guarantor's representatives nearest to the project location.

Warranty Tags

Two record copies of the warranty tags showing the layout and

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design.

Testing Plan; G,

Submit a copy of a proposed testing plan of all field tests and system performance tests to be performed.

Final Cleaning

Two copies of the listing of completed final clean-up items.


Training Program; G,

Submit a training outline. Identify for each block of instructions: the teaching objective, objectives, the time and length of instruction, the place of instruction, the training aids required, the recommended audience, and a brief description of the contents. The training course outline shall be assembled in a notebook, tabbed for each block of instructions.

Project Feedback Report

1.3 PROJECT RECORD DOCUMENTS

1.3.1 As-Built Drawings

This paragraph covers as-built drawings complete, as a requirement of the contract. The terms "drawings," "contract drawings," "drawing files," "working as-built drawings" and "final as-built drawings" refer to contract drawings which are revised to be used for final as-built drawings. Final submittal of as-built drawings may range from a simple marked up schematic to a submittal made in a digital format (employing optical scanning and/or CAD techniques) compatible to the installation (standard DFX drawing file) as well as one set of mylar reproducibles and specified sets of blue lines depending on the requirements set forth in each task order.

1.3.1.1 Working As-Built and Final As-Built Drawings

The Contractor shall revise two sets of paper drawings by red-line process to show the as-built conditions during the execution of the project. These working as-built marked drawings shall be kept current on a weekly basis and at least one set shall be available on the jobsite at all times. Changes from the contract plans which are made in the work or additional information which might be uncovered in the course of construction shall be accurately and neatly recorded as they occur by means of details and notes. Final as-built drawings shall be prepared after the completion of each definable feature of work as listed in the Contractor Quality Control Plan (Foundations, Utilities, Structural Steel, etc., as appropriate for the project). The working as-built marked prints and final as-built drawings will be jointly reviewed for accuracy and completeness by the Contracting Officer and the Contractor prior to submission of each monthly pay estimate. If the Contractor fails to maintain the working and final as-built drawings as specified herein, the Contracting Officer will deduct from the monthly progress payment an amount representing the estimated cost of maintaining the as-built drawings. This monthly deduction will continue until an agreement can be reached between the Contracting Officer and the Contractor regarding the accuracy and completeness of updated drawings.

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The working and final as-built drawings shall show, but shall not be limited to, the following information:

a. The actual location, kinds and sizes of all sub-surface utility lines. In order that the location of these lines and appurtenances may be determined in the event the surface openings or indicators become covered over or obscured, the as-built drawings shall show, by offset dimensions to two permanently fixed surface features, the end of each run including each change in direction. Valves, splice boxes and similar appurtenances shall be located by dimensioning along the utility run from a reference point. The average depth below the surface of each run shall also be recorded.

b. The location and dimensions of any changes within the building structure.

c. Correct grade, elevations, cross section, or alignment of roads, earthwork, structures or utilities if any changes were made from contract plans.

d. Changes in details of design or additional information obtained from working drawings specified to be prepared and/or furnished by the Contractor; including but not limited to fabrication, erection, installation plans and placing details, pipe sizes, insulation material, dimensions of equipment foundations, etc.

e. The topography, invert elevations and grades of drainage installed or affected as part of the project construction.

f. Changes or modifications which result from the final inspection.

g. Where contract drawings or specifications present options, only the option selected for construction shall be shown on the final as-built prints.

h. If borrow material for this project is from sources on Government property, or if Government property is used as a spoil area, the Contractor shall furnish a contour map of the final borrow pit/spoil area elevations.

i. Systems designed or enhanced by the Contractor, such as HVAC controls, fire alarm, fire sprinkler, and irrigation systems.

j. Modifications (change order price shall include the Contractor's cost to change working and final as-built drawings to reflect modifications) and compliance with the following procedures.

(1) Directions in the modification for posting descriptive changes shall be followed.

(2) A Modification Circle shall be placed at the location of each deletion.

(3) For new details or sections which are added to a drawing, a Modification Circle shall be placed by the detail or section title.

(4) For minor changes, a Modification Circle shall be placed by the area changed on the drawing (each location).

(5) For major changes to a drawing, a Modification Circle shall be placed by the title of the affected plan, section, or detail at

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each location.

(6) For changes to schedules or drawings, a Modification Circle shall be placed either by the schedule heading or by the change in the schedule.

(7) The Modification Circle size shall be 1/2 inch diameter unless the area where the circle is to be placed is crowded. Smaller size circle shall be used for crowded areas.

1.3.1.2 Drawing Preparation

The as-built drawings shall be modified as may be necessary to correctly show the features of the project as it has been constructed by bringing the contract set into agreement with accepted working as-built prints, and adding such additional drawings as may be necessary. These working as-built marked prints shall be neat, legible and accurate. These drawings are part of the permanent records of this project and shall be returned to the Contracting Officer after acceptance by the Government. Any drawings damaged or lost by the Contractor shall be satisfactorily replaced by the Contractor at no expense to the Government.

1.3.1.3 Computer Aided Design (CAD) Drawings

Only personnel proficient in the preparation of CAD drawings shall be employed to modify the contract drawings or prepare additional new drawings. Additions and corrections to the work plan drawings shall be equal in quality and detail to that of the originals. Line colors, line weights, lettering, layering conventions, and symbols shall be the same as the original line colors, line weights, lettering, layering conventions, and symbols. If additional drawings are required, they shall be prepared using the specified electronic file format applying the same graphic standards specified for original drawings. The title block and drawing border to be used for any new final as-built drawings shall be identical to that used on the approved/accepted work plan drawings. Additions and corrections to the contract drawings shall be accomplished using CAD files. The Contractor shall be responsible for providing all program files and hardware necessary to prepare final as-built drawings.

a. CAD colors shall be the "base" colors of red, green, and blue. Color code for changes shall be as follows:

(1) Deletions (red) - Deleted graphic items (lines) shall be colored red with red lettering in notes and leaders.

(2) Additions (Green) - Added items shall be drawn in green with green lettering in notes and leaders.

(3) Special (Blue) - Items requiring special information, coordination, or special detailing or detailing notes shall be in blue.

b. The Contract Drawing files shall be renamed in a manner related to the contract and task order number (i.e., 98-C-10.DGN) as instructed in the Pre-Construction conference. Marked-up changes shall be made only to those renamed files. All changes shall be made on the layer/level as the original item. There shall be no deletions of existing lines; existing lines shall be over struck in red. Additions shall be in green with line weights the same as the drawing. Special notes shall be in blue on layer

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#63.

c. When final revisions have been completed, the cover sheet drawing shall show the wording "RECORD DRAWING AS-BUILT" followed by the name of the Contractor in letters at least 3/16 inch high. All other contract drawings shall be marked either "AS-Built" drawing denoting no revisions on the sheet or "Revised As-Built" denoting one or more revisions. Original contract drawings shall be dated in the revision block.

1.3.1.4 Manually Prepared Drawings

Only personnel proficient in the preparation of manually prepared drawings shall be employed to modify the original contract drawing or prepare additional new drawings. Additions and corrections to the contract drawings shall be neat, clean and legible, shall be done to the same level of detail, and shall match the adjacent existing line work, and lettering being annotated in type, density, size and style. Drafting work shall be done using the same medium (pencil, plastic lead or ink) that was employed on the original contract drawings and with graphite lead on paper base material. The Contracting Officer will review as-built drawings for accuracy and conformance to the above specified drafting standards. Corrections, changes, additions, and deletions required shall meet these standards. The title block to be used for any new as-built drawings shall be similar to that used on the original drawings.

a. When final revisions have been completed, each drawing shall be lettered or stamped with the words "RECORD DRAWING AS-BUILT" followed by the name of the Contractor in letters at least 3/16 inch high. Original contract drawings shall be marked either "As-Built" drawings denoting no revisions on the sheet or "Revised As-Built" denoting one or more revisions All original contract drawings shall be dated in the revision block.

1.3.1.5 Payment

No separate payment will be made for as-built drawings required under this contract, and all costs accrued in connection with such drawings shall be considered a subsidiary obligation of the Contractor.

1.3.2 As-Built Record of Equipment and Materials

The Contractor shall furnish one copy of preliminary record of equipment and materials used on the project 15 days prior to final inspection. This preliminary submittal will be reviewed and returned 2 days after final inspection with Government comments. Two sets of final record of equipment and materials along with a list of service organizations, with addresses, telephone numbers, and qualifications of qualified, permanent service organizations for support of major/minor equipment shall be submitted 10 days after final inspection. The designations shall be keyed to the related area depicted on the contract drawings. The record shall list the following data:

RECORD OF DESIGNATED EQUIPMENT AND MATERIALS DATA

Description Specification Manufacturer Composition Where Section and Catalog, and Size Used Model, and Serial Number

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1.3.3 Final Approved Shop Drawings

The Contractor shall furnish final approved project shop drawings 30 days after transfer of the completed facility.

1.3.4 Construction Contract Specifications

The Contractor shall furnish final as-built construction contract specifications, including modifications thereto, 30 days after transfer of the completed facility.

1.3.5 Real Property Equipment

The Contractor shall furnish a list of installed equipment furnished under this contract. The list shall include all information usually listed on manufacturer's name plate. The "EQUIPMENT-IN-PLACE LIST" shall include, as applicable, the following for each piece of equipment installed: description of item, location (by room number), model number, serial number, capacity, name and address of manufacturer, name and address of equipment supplier, condition, spare parts list, manufacturer's catalog, and warranty. A draft list shall be furnished at time of transfer. The final list shall be furnished 30 days after transfer of the completed facility.

1.3.6 Project Feedback Report

1.3.6.1 Project Feedback and Lessons Learned

Report any "lessons learned" based on the experience of the Contractor or feedback from the Government/customer specific to the project start-up, implementation, and close-out. The contractor may also include any value engineering lessons that were applied to the project. The contractor is encouraged to include a customer survey detailing the customer's opinion of the overall project in this section of the report.

1.3.6.2 Future Actions

Detail any future actions required beyond the date of this report. Future actions may include preventive maintenance, additional training, any outstanding submittals allowed by the Government, etc. Provide projected dates for future actions subject to Government coordination and approval.

1.4 WARRANTY MANAGEMENT

1.4.1 Warranty Management Plan

The Contractor shall develop a warranty management plan which shall contain information relevant to the clause WARRANTY OF CONSTRUCTION. At least 30 days before the planned pre-warranty conference, the Contractor shall submit the warranty management plan for Government acceptance. The warranty management plan shall include all required actions and documents to assure that the Government receives all warranties to which it is entitled. The plan shall be in narrative form and contain sufficient detail to render it suitable for use by future maintenance and repair personnel, whether tradesmen, or of engineering background, not necessarily familiar with this contract. The term "status" as indicated below shall include due date and whether item has been submitted or was accomplished. Warranty information shall be assembled in a binder and shall be turned over to the Government upon acceptance of the work. The construction

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warranty period shall begin on the date of project acceptance and shall continue for the full product warranty period. If requested by the Government, a joint 4 month and 9 month warranty inspection shall be conducted, measured from time of acceptance, by the Contractor, Contracting Officer and the Customer Representative. Information contained in the warranty management plan shall include, but shall not be limited to, the following:

a. Roles and responsibilities of all personnel associated with the warranty process, including points of contact and telephone numbers within the organizations of the Contractors, subContractors, manufacturers or suppliers involved.

b. Listing and status of delivery of all Certificates of Warranty for extended warranty items, to include roofs, HVAC balancing, pumps, motors, transformers, and for all commissioned systems such as fire protection and alarm systems, sprinkler systems, lightning protection systems, etc.

c. A list for each warranted equipment, item, feature of construction or system indicating:

1. Name of item.2. Model and serial numbers.3. Location where installed.4. Name and phone numbers of manufacturers or suppliers.5. Names, addresses and telephone numbers of sources of spare parts.6. Warranties and terms of warranty. This shall include one-year overall warranty of construction. Items which have extended warranties shall be indicated with separate warranty expiration dates.7. Cross-reference to warranty certificates as applicable.8. Starting point and duration of warranty period.9. Summary of maintenance procedures required to continue the warranty in force.10. Cross-reference to specific pertinent Operation and Maintenance manuals.11. Organization, names and phone numbers of persons to call for warranty service.12. Typical response time and repair time expected for various warranted equipment.

d. The Contractor's plans for attendance at the 4 and 9 month post-construction warranty inspections conducted by the Government.

e. Procedure and status of tagging of all equipment covered by extended warranties.

f. Copies of instructions to be posted near selected pieces of equipment where operation is critical for warranty and/or safety reasons.

1.4.2 Performance Bond

The Contractor's Performance Bond shall remain effective throughout the construction period. Contractor shall provide performance and payment bonds in accordance with contract clause 52.228-15 "Performance and Payment Bonds - Construction" and 52.228-7004, "Bonds Or Other Security."

a. In the event the Contractor fails to commence and diligently

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pursue any construction warranty work required, the Contracting Officer will have the work performed by others, and after completion of the work, will charge the remaining construction warranty funds of expenses incurred by the Government while performing the work, including, but not limited to administrative expenses.

b. In the event sufficient funds are not available to cover the construction warranty work performed by the Government at the Contractor's expense, the Contracting Officer will have the right to recoup expenses from the bonding company.

c. Following oral or written notification of required construction warranty repair work, the Contractor shall respond in a timely manner. Written verification will follow oral instructions. Failure of the Contractor to respond will be cause for the Contracting Officer to proceed against the Contractor.

1.4.3 Pre-Warranty Conference

Prior to contract completion, and at a time designated by the Contracting Officer, the Contractor shall meet with the Contracting Officer to develop a mutual understanding with respect to the requirements of this section. Communication procedures for Contractor notification of construction warranty defects, priorities with respect to the type of defect, reasonable time required for Contractor response, and other details deemed necessary by the Contracting Officer for the execution of the construction warranty shall be established/reviewed at this meeting. In connection with these requirements and at the time of the Contractor's quality control completion inspection, the Contractor shall furnish the name, telephone number and address of a licensed and bonded company which is authorized to initiate and pursue construction warranty work action on behalf of the Contractor. This point of contact will be located within the local service area of the warranted construction, shall be continuously available, and shall be responsive to Government inquiry on warranty work action and status. This requirement does not relieve the Contractor of any of its responsibilities in connection with other portions of this provision.

1.4.4 Contractor's Response to Construction Warranty Service Requirements

Following oral or written notification by the Contracting Officer, the Contractor shall respond to construction warranty service requirements in accordance with the "Construction Warranty Service Priority List" and the three categories of priorities listed below. The Contractor shall submit a report on any warranty item that has been repaired during the warranty period. The report shall include the cause of the problem, date reported, corrective action taken, and when the repair was completed. If the Contractor does not perform the construction warranty within the timeframes specified, the Government will perform the work and backcharge the construction warranty payment item established.

a. First Priority Code 1. Perform onsite inspection to evaluate situation, and determine course of action within 4 hours, initiate work within 6 hours and work continuously to completion or relief.

b. Second Priority Code 2. Perform onsite inspection to evaluate situation, and determine course of action within 8 hours, initiate work within 24 hours and work continuously to completion or relief.

c. Third Priority Code 3. All other work to be initiated within 3

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work days and work continuously to completion or relief.

d. The "Construction Warranty Service Priority List" is as follows:

Code 1-Air Conditioning Systems(1) Recreational support.(2) Air conditioning leak in part of building, if causing damage.(3) Air conditioning system not cooling properly.

Code 1-Doors(1) Overhead doors not operational, causing a security, fire, or safety problem.(2) Interior, exterior personnel doors or hardware, not functioning properly, causing a security, fire, or safety problem.

Code 3-Doors(1) Overhead doors not operational.(2) Interior/exterior personnel doors or hardware not functioning properly.

Code 1-Electrical(1) Power failure (entire area or any building operational after 1600 hours).(2) Security lights(3) Smoke detectors

Code 2-Electrical(1) Power failure (no power to a room or part of building).(2) Receptacle and lights (in a room or part of building).

Code 3-ElectricalStreet lights.

Code 1-Gas(1) Leaks and breaks.(2) No gas to family housing unit or cantonment area.

Code 1-Heat(1). Area power failure affecting heat.(2). Heater in unit not working.

Code 2-Kitchen Equipment(1) Dishwasher not operating properly.(2) All other equipment hampering preparation of a meal.

Code 1-Plumbing(1) Hot water heater failure.(2) Leaking water supply pipes.

Code 2-Plumbing(1) Flush valves not operating properly.(2) Fixture drain, supply line to commode, or any water pipe leaking.(3) Commode leaking at base.

Code 3 -PlumbingLeaky faucets.

Code 3-Interior

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(1) Floors damaged.(2) Paint chipping or peeling.(3) Casework.

Code 1-Roof LeaksTemporary repairs will be made where major damage to property is occurring.

Code 2-Roof LeaksWhere major damage to property is not occurring, check for location of leak during rain and complete repairs on a Code 2 basis.

Code 2-Water (Exterior)No water to facility.

Code 2-Water (Hot)No hot water in portion of building listed.

Code 3-All other work not listed above.

1.4.5 Warranty Tags

At the time of installation, each warranted item shall be tagged with a durable, oil and water resistant tag. Each tag shall be attached with a copper wire and shall be sprayed with a silicone waterproof coating. The date of acceptance and the QC signature shall remain blank until project is accepted for beneficial occupancy. The tag shall show the following information.

a. Type of product/material_____________________________________.

b. Model number_________________________________________________.

c. Serial number________________________________________________.

d. Contract number______________________________________________.

e. Warranty period___________from___________to__________________.

f. Inspector's signature________________________________________.

g. Construction Contractor______________________________________.

Address______________________________________________________.

Telephone number_____________________________________________.

h. Warranty contact_____________________________________________.

Address______________________________________________________.

Telephone number_____________________________________________.

i. Warranty response time priority code_________________________.

j. WARNING - PROJECT PERSONNEL TO PERFORM ONLY OPERATIONAL MAINTENANCE DURING THE WARRANTY PERIOD.

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1.5 TESTING, ADJUSTING, BALANCING, AND COMMISSIONING

Prior to final inspection and transfer of the completed facility; all reports, statements, certificates, and completed checklists for testing, adjusting, balancing, and commissioning of mechanical systems shall be submitted to and approved by the Contracting Officer. Water and electricity required for the tests will be furnished by the Government unless otherwise indicated within the specific task order. Any material, equipment, instruments, and personnel required for the test shall be provided by the Contractor.

1.5.1 Testing Plan

After approval the Contractor shall schedule the implementation of this testing plan at a time convenient for the Contracting Officer, or authorized representative, to have installation representatives available. As a minimum, this testing plan shall contain:

a. Project nomenclature

b. Brief Description of all Equipment/Systems to be Tested

c. Descriptions of all Field Tests to be Performed (including Procedures)

d. Descriptions of all System Performance Tests to be Performed (including Procedures)

e. Scheduled Time, Location, and Duration of Each Test

f. Deficiencies corrected

g. Expected results of all Field and System Performance Tests

1.5.2 Testing Period

Tests shall cover a period of not less than as defined within a specific task. If test requirements are not defined within a task order, test periods shall cover a period of not less than as defined within typical industry standards.

1.5.3 Field Tests

The Contractor shall perform applicable field tests to document that the items/equipment procured were properly installed and operate as defined in the work plan. If tests do not demonstrate satisfactory system performance, deficiencies shall be corrected and the system shall be retested. The following is a list of example items that would be field tested if applicable to a specific task order.

a. Material Tests (i.e., soil compaction tests, concrete stiffness tests, etc.)

b. Equipment Tests (i.e., capacity verifications, flow rate verification, pressure verification, etc.)

c. Piping Tests (i.e., hydrostatic tests, pneumatic tests, etc.)

d. HVAC Testing, Adjusting, and Balancing (i.e., water flows,

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airflows, etc.)

e. Testing and Verification of Control Systems

1.5.4 System Performance Tests

Before any new overall system is accepted, tests to demonstrate the general operating characteristics of the system shall be conducted by a registered professional engineer or an approved manufacturer's start-up representative experienced in system start-up and testing, at such times as directed. The tests shall demonstrate that both the new and old inter-related systems are functioning together as intended and detailed in the work plan. If tests do not demonstrate satisfactory system performance, deficiencies shall be corrected and the system shall be retested.

1.6 OPERATION AND MAINTENANCE MANUALS

Operation manuals and maintenance manuals shall be submitted as specified. Operation manuals and maintenance manuals provided in a common volume shall be clearly differentiated and shall be separately indexed. The operating manuals shall be based on the requirements of ER 25-345-1, comprehensive, and cover the total operation of the MRR. The operating manuals shall contain methods for operating each separate component and for operating the systems in a systematic manner. These manuals shall show the location of the item being described and provide a clear and concise narrative description of the item, its operating function, characteristics, and its interrelationship with other system components. The maintenance manual shall provide comprehensive details of components and parts with illustrations of how the components and parts are systematically arranged and located. The maintenance instructions shall prescribe the manufacturers' recommended schedule for preventive maintenance plans. The instructions shall clearly identify seasonal maintenance requirements and state the frequencies for all maintenance and/or operations.

1.7 TRAINING PROGRAM

Provide a training program based on ER 25-345-1 for Government personnel. Specify a time and location to train Government personnel to operate, maintain, and repair equipment and systems after the completion of system testing in accordance with each task order. Provide instruction on operation, troubleshooting, maintenance and repair of equipment and systems modified or installed under each task order. Instructions shall include both a classroom phase and a practical application phase. Include the operation and maintenance plans and manuals as instructional materials.

1.8 FINAL CLEANING

The premises shall be left broom clean. Stains, foreign substances, and temporary labels shall be removed from surfaces. Carpet and soft surfaces shall be vacuumed. Equipment and fixtures shall be cleaned to a sanitary condition. Filters of operating equipment shall be cleaned or replaced, as established in the task order. Debris shall be removed from roofs, drainage systems, gutters, and downspouts. Paved areas shall be swept and landscaped areas shall be raked clean. The site shall have waste, surplus materials, and rubbish removed. The project area shall have temporary structures, barricades, project signs, and construction facilities removed. A list of completed clean-up items shall be submitted on the day of final inspection.

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1.9 Project Close-Out Final Acceptance Form

The contractor shall provide the Project Closeout final acceptance form with the final invoice for each project:

PROJECT CLOSE-OUTFINAL ACCEPTANCE FORM

This project, task order_____, contract W912DY-___-D-_____ has been completedin accordance with the requirements outlined in the task order, the MFRP contract, and the approved submittals. The project close-out documentation checklist has been submitted and all required close-out documentation has been received and approved. The facility repair(s) and/or renewal(s) have been commissioned and is(are) hereby accepted as fully functional in accordance with the approved work plan and specifications. All punchlist items have been resolved and there are no known punch list items pending. All implied and expressed warranties have been provided to the Government. For these reasons, the Government hereby certifies that this project is 100% complete and final payment may be given to the contractor.

(Signature)______________________________/ (date) __________Quality Assurance Representative

(Signature)______________________________/ (date) __________Customer/Installation Representative

(Signature)______________________________/ (date) __________Contracting Officer's Representative


PART 3 EXECUTION (NOT USED)


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SECTION 01 78 23

OPERATION AND MAINTENANCE DATA

07/06

PART 1 GENERAL

1.1 SUBMISSION OF OPERATION AND MAINTENANCE DATA 1.1.1 Package Quality 1.1.2 Package Content 1.1.3 Changes to Submittals 1.1.4 Review and Approval 1.1.5 O&M Database 1.2 TYPES OF INFORMATION REQUIRED IN O&M DATA PACKAGES 1.2.1 Operating Instructions 1.2.1.1 Safety Precautions 1.2.1.2 Operator Prestart 1.2.1.3 Startup, Shutdown, and Post-Shutdown Procedures 1.2.1.4 Normal Operations 1.2.1.5 Emergency Operations 1.2.1.6 Operator Service Requirements 1.2.1.7 Environmental Conditions 1.2.2 Preventive Maintenance 1.2.2.1 Lubrication Data 1.2.2.2 Preventive Maintenance Plan and Schedule 1.2.3 Corrective Maintenance (Repair) 1.2.3.1 Troubleshooting Guides and Diagnostic Techniques 1.2.3.2 Wiring Diagrams and Control Diagrams 1.2.3.3 Maintenance and Repair Procedures 1.2.3.4 Removal and Replacement Instructions 1.2.3.5 Spare Parts and Supply Lists 1.2.4 Corrective Maintenance Work-Hours 1.3 TYPES OF INFORMATION REQUIRED IN CONTROLS O&M DATA PACKAGES 1.4 SCHEDULE OF OPERATION AND MAINTENANCE DATA PACKAGES 1.4.1 Data Package 1 1.4.2 Data Package 2 1.4.3 Data Package 3 1.4.4 Data Package 4 1.4.5 Data Package 5

PART 2 PRODUCTS

PART 3 EXECUTION




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OPERATION AND MAINTENANCE DATA07/06

PART 1 GENERAL

1.1 SUBMISSION OF OPERATION AND MAINTENANCE DATA

Submit Operation and Maintenance (O&M) Data specifically applicable to each task order of this contract and a complete and concise depiction of the provided equipment, product, or system, stressing and enhancing the importance of system interactions, troubleshooting, and long-term preventative maintenance and operation. The subcontractors shall compile and prepare data and deliver to the Contractor prior to the training of Government personnel. The Contractor shall compile and prepare aggregate O&M data including clarifying and updating the original sequences of operation to as-built conditions. Organize and present information in sufficient detail to clearly explain O&M requirements at the system, equipment, component, and subassembly level. Include an index preceding each submittal. Submit in accordance with this section and Sections 01 33 00.05 20 CONSTRUCTION SUBMITTAL PROCEDURES and 01 33 10.05 20 DESIGN SUBMITTAL PROCEDURES.

1.1.1 Package Quality

Documents must be fully legible. Poor quality copies and material with hole punches obliterating the text or drawings will not be accepted.

1.1.2 Package Content

Data package content shall be as shown in the paragraph titled "Schedule of Operation and Maintenance Data Packages." Comply with the data package requirements specified in the individual task orders, including the content of the packages and addressing each product, component, and system designated for data package submission.

1.1.3 Changes to Submittals

Manufacturer-originated changes or revisions to submitted data shall be furnished by the Contractor if a component of an item is so affected subsequent to acceptance of the O&M Data. Changes, additions, or revisions required by the Contracting Officer for final acceptance of submitted data, shall be submitted by the Contractor within 30 calendar days of the notification of this change requirement.

1.1.4 Review and Approval

The Contractor's Commissioning Authority (CA) shall review the commissioned systems and equipment submittals for completeness and applicability. The CA shall verify that the systems and equipment provided meet the requirements of the Contract documents and design intent, particularly as they relate to functionality, energy performance, water performance, maintainability, sustainability, system cost, indoor environmental quality, and local environmental impacts. The CA shall communicate deficiencies to the Contracting Officer. Upon a successful review of the corrections, the CA shall recommend approval and acceptance of these O&M



manuals to the Contracting Officer. This work shall be in addition to the normal review procedures for O&M data.

1.1.5 O&M Database

Develop a database from the O&M manuals that contains the information required to start a preventative maintenance program.

1.2 TYPES OF INFORMATION REQUIRED IN O&M DATA PACKAGES

1.2.1 Operating Instructions

Include specific instructions, procedures, and illustrations for the following phases of operation for the installed model and features of each system:

1.2.1.1 Safety Precautions

List personnel hazards and equipment or product safety precautions for all operating conditions.

1.2.1.2 Operator Prestart

Include procedures required to install, set up, and prepare each system for use.

1.2.1.3 Startup, Shutdown, and Post-Shutdown Procedures

Provide narrative description for Startup, Shutdown and Post-shutdown operating procedures including the control sequence for each procedure.

1.2.1.4 Normal Operations

Provide narrative description of Normal Operating Procedures. Include Control Diagrams with data to explain operation and control of systems and specific equipment.

1.2.1.5 Emergency Operations

Include Emergency Procedures for equipment malfunctions to permit a short period of continued operation or to shut down the equipment to prevent further damage to systems and equipment. Include Emergency Shutdown Instructions for fire, explosion, spills, or other foreseeable contingencies. Provide guidance and procedures for emergency operation of all utility systems including required valve positions, valve locations and zones or portions of systems controlled.

1.2.1.6 Operator Service Requirements

Include instructions for services to be performed by the operator such as lubrication, adjustment, inspection, and recording gage readings.

1.2.1.7 Environmental Conditions

Include a list of Environmental Conditions (temperature, humidity, and other relevant data) that are best suited for the operation of each product, component or system. Describe conditions under which the item equipment should not be allowed to run.



1.2.2 Preventive Maintenance

Include the following information for preventive and scheduled maintenance to minimize corrective maintenance and repair for the installed model and features of each system. Include potential environmental and indoor air quality impacts of recommended maintenance procedures and materials as well as clear identification of seasonal maintenance requirements.

1.2.2.1 Lubrication Data

Include preventative maintenance lubrication data, in addition to instructions for lubrication provided under paragraph titled "Operator Service Requirements":

a. A table showing recommended lubricants for specific temperature ranges and applications.

b. Charts with a schematic diagram of the equipment showing lubrication points, recommended types and grades of lubricants, and capacities.

c. A Lubrication Schedule showing service interval frequency.

1.2.2.2 Preventive Maintenance Plan and Schedule

Include manufacturer's schedule for routine preventive maintenance, inspections, tests and adjustments required to ensure proper and economical operation and to minimize corrective maintenance. Provide manufacturer's projection of preventive maintenance work-hours on a daily, weekly, monthly, and annual basis including craft requirements by type of craft. For periodic calibrations, provide manufacturer's specified frequency and procedures for each separate operation.

1.2.3 Corrective Maintenance (Repair)

Include manufacturer's recommended procedures and instructions for correcting problems and making repairs.

1.2.3.1 Troubleshooting Guides and Diagnostic Techniques

Include step-by-step procedures to promptly isolate the cause of typical malfunctions. Describe clearly why the checkout is performed and what conditions are to be sought. Identify tests or inspections and test equipment required to determine whether parts and equipment may be reused or require replacement.

1.2.3.2 Wiring Diagrams and Control Diagrams

Wiring diagrams and control diagrams shall be point-to-point drawings of wiring and control circuits including factory-field interfaces. Provide a complete and accurate depiction of the actual job specific wiring and control work. On diagrams, number electrical and electronic wiring and pneumatic control tubing and the terminals for each type, identically to actual installation configuration and numbering.

1.2.3.3 Maintenance and Repair Procedures

Include instructions and a list of tools required to repair or restore the product or equipment to proper condition or operating standards.



1.2.3.4 Removal and Replacement Instructions

Include step-by-step procedures and a list required tools and supplies for removal, replacement, disassembly, and assembly of components, assemblies, subassemblies, accessories, and attachments. Provide tolerances, dimensions, settings and adjustments required. Instructions shall include a combination of text and illustrations.

1.2.3.5 Spare Parts and Supply Lists

Include lists of spare parts and supplies required for maintenance and repair to ensure continued service or operation without unreasonable delays. Special consideration is required for facilities at remote locations. List spare parts and supplies that have a long lead-time to obtain.

1.2.4 Corrective Maintenance Work-Hours

Include manufacturer's projection of corrective maintenance work-hours including requirements by type of craft. Corrective maintenance that requires completion or participation of the equipment manufacturer shall be identified and tabulated separately.

1.3 TYPES OF INFORMATION REQUIRED IN CONTROLS O&M DATA PACKAGES

Include Data Package 5 and the following for control systems:

a. Narrative description on how to perform and apply all functions, features, modes, and other operations, including unoccupied operation, seasonal changeover, manual operation, and alarms. Include detailed technical manual for programming and customizing control loops and algorithms.

b. Full as-built sequence of operations.

c. Copies of all checkout tests and calibrations performed by the Contractor (not Cx tests).

d. Full points list. A listing of rooms shall be provided with the following information for each room:

(1) Floor

(2) Room number

(3) Room name

(4) Air handler unit ID

(5) Reference drawing number

(6) Air terminal unit tag ID

(7) Heating and/or cooling valve tag ID

(8) Minimum cfm

(9) Maximum cfm



e. Full print out of all schedules and set points after testing and acceptance of the system.

f. Full as-built print out of software program.

g. Electronic copy on disk or CD of the entire program for this facility.

h. Marking of all system sensors and thermostats on the as-built floor plan and mechanical drawings with their control system designations.

1.4 SCHEDULE OF OPERATION AND MAINTENANCE DATA PACKAGES

Furnish the O&M data packages specified in individual task orders. The required information for each O&M data package is as follows:

1.4.1 Data Package 1

a. Safety precautions

b. Cleaning recommendations

c. Maintenance and repair procedures

d. Warranty information

e. Contractor information

f. Spare parts and supply list



b. Normal operations

c. Environmental conditions

d. Lubrication data

e. Preventive maintenance plan and schedule

f. Cleaning recommendations

g. Maintenance and repair procedures

h. Removal and replacement instructions

i. Spare parts and supply list

j. Parts identification

k. Warranty information

l. Contractor information





b. Operator prestart

c. Startup, shutdown, and post-shutdown procedures

d. Normal operations

e. Emergency operations

f. Environmental conditions

g. Lubrication data

h. Preventive maintenance plan and schedule

i. Cleaning recommendations

j. Troubleshooting guides and diagnostic techniques

k. Wiring diagrams and control diagrams

l. Maintenance and repair procedures

m. Removal and replacement instructions

n. Spare parts and supply list

o. Product submittal data

p. O&M submittal data

q. Parts identification

r. Warranty information

s. Testing equipment and special tool information

t. Testing and performance data

u. Contractor information




c. Startup, shutdown, and post-shutdown procedures


e. Emergency operations

f. Operator service requirements

g. Environmental conditions



h. Lubrication data

i. Preventive maintenance plan and schedule

j. Cleaning recommendations

k. Troubleshooting guides and diagnostic techniques

l. Wiring diagrams and control diagrams

m. Maintenance and repair procedures

n. Removal and replacement instructions

o. Spare parts and supply list

p. Corrective maintenance man-hours

q. Product submittal data

r. O&M submittal data

s. Parts identification

t. Warranty information

u. Personnel training requirements

v. Testing equipment and special tool information

w. Testing and performance data

x. Contractor information




c. Start-up, shutdown, and post-shutdown procedures


e. Environmental conditions

f. Preventive maintenance plan and schedule

g. Troubleshooting guides and diagnostic techniques

h. Wiring and control diagrams

i. Maintenance and repair procedures

j. Removal and replacement instructions

k. Spare parts and supply list



l. Product submittal data

m. Manufacturer's instructions

n. O&M submittal data

o. Parts identification

p. Testing equipment and special tool information

q. Warranty information

r. Testing and performance data

s. Contractor information

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

