Attachment 3 - HHEK082139 SOW.pdf

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STATEMENT OF WORK

Requester: 61 CELS/CLCD, Timothy Melott, ph (310) 335-9247 CE Project Engineer: 61 CELS/CLCC, Timothy Melott, ph (310) 335-9247 Project Title: Repair Upgrade Pedestrian Gate, 30th St., Ft. Mac.

Project Number: HHEK082139 Work Order: #52206 Date: 2/23/09 Revision: 0

1. SITUATION

Currently at the 30th Street entrance at Fort MacArthur there are no provisions to allow pedestrian traffic through the fenceline if the gate is closed. This project will provide controlled access through the fence by the use of a turnstile. This project is a Design/Build Project.

2. DEFINTIONS

61 CELS: Los Angeles Air Force Base Civil Engineer and Logistics Squadron

61 CONS: Los Angeles Air Force Base Contracts Squadron

Architect-Engineer (A-E): Contractor or direct sub-contractor to the Contractor that will be the Architect- Engineer for the project.

Beneficial Occupancy Date (BOD): Date when the building in part or whole is complete and turned over by the Contractor to the Government.

CE Inspector: The onsite (or field) Government representative during the construction phase of the project.

CE Project Engineer (PE): The Government technical lead for the project.

Contract Administrator (CA): The Government contractual interface for the project.

Contract Documents: The drawings, specifications, and other supporting documentation developed during the Design Phase of the project to be used in the Construction Phase of the Project.

Contracting Officer (CO): The Government contracts representative with authority over the Contract.

Contractor: The entity entering into a contract agreement directly with Government to perform the work under this Statement of Work

Design/Build Project: A project where a single Contractor is contracted to provide both the design and construction services for the execution of the Project

General Contractor: The Contractor or direct subcontractor to the Contractor that will be responsible for the construction phase of the project.

Issued for Construction (IFC): The Contract Documents that are ready to be turned over to the General Contractor for execution of the Construction Phase of the project

Notice to Proceed (NTP): The written notification from the Contracting Officer directing the Contract to proceed with project/phase of the work.

Subcontractor: A lower tier contractor entering into a contract agreement with a higher tier contractor

3. SCOPE OF WORK

3.1. General Scope of the Project to be

performed includes but is not limited to the following:

3.1.1. Replacement of existing gate with

turnstile including demolition, concrete work, modification of existing fence, installation of power, data infrastructure, photovoltaic lighting, and control system.

3.2. Detailed Scope of Work is described on

attached drawing CS-101 and below:

3.2.1. Turnstile shall be an Alvarado

MSTX-6X electric turnstile or prior approved equal with the following options:

3.2.1.1. Red/Green card status lights to

indicate accept/reject status

3.2.1.2. Key override to unlock one

direction of passage.

3.2.1.3. Battery backup to provide power

in the event of power failure.

3.2.1.4. Card/swipe reader mounting (2)

to mount control system card/swipe reader components.

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3.2.1.5. Turnstile open/close lights with

red/green lights mounted on the turnstile to indicate “open/close” status.

3.2.1.6. Pull-strings to facilitate

installation of wiring and controls.

3.2.1.7. Finish shall be power coated

black.

3.2.2. Controls System shall include the

equipment and materials, installation, integration and test of entire system to add access control to a pedestrian turnstile. The system shall include but not be limited to:

3.2.2.1. 2 board enclosure

3.2.2.2. NLC/Com package

3.2.2.3. IDC duel door controller

3.2.2.4. iClass prox reader w/keypad (2)

3.2.2.5. Power supply AL176ULTB

3.2.2.6. Transformer, 110 VAC-24 VAC

3.2.2.7. UPS battery Backup 350

3.2.2.8. 12 Volt 7amp HR battery

3.2.2.9. All cable, conveyance, and boxes

required

3.2.3. Photovoltaic Lighting System shall

be installed at each turnstile. The lighting system shall be powered by a photovoltaic panel and battery pack that powers two or more landscape light fixtures. The system shall be controlled by adaptive sensors which control the solar panel and LED lamp operation with maximum efficiency, intelligently adjusting to the changing seasons and weather patterns, to ensure that the turnstile will never be left in the dark during extended cloudy periods. The fixtures shall employ round strings of small LEDs, providing an attractive, uniform light. The LEDs themselves shall be housed inside a high quality commercial-grade Bronzelite® Landscape Lighting fixture or pre-approved equal. One of two types of lamps will be used in each system. Wide beam flood lamps shall be used to illuminate signs and key pads at close distances, while spot lamps shall be used to illuminate walkways 20 to 40 feet away.

4. PROPOSAL PROCEDURE

4.1. Design/Build Project: This project will be

awarded as a Design/Build project. The Contractor’s Proposal documents shall be submitted and received in accordance with 61 CONS requirements. The Contractor submitting a proposal on this project shall be required to submit a proposal that encompasses Architect-Engineer (A-E) costs and the construction costs. These costs shall reflect all associated costs (i.e. overhead, profit, subcontractors, etc.) of both the design and construction. This project shall comply with all federal, state, and local regulations and ordinances, including the appropriate Unified Facility Criteria (UFC) documents.

Costs shall reflect compliance with these regulations (i.e. if a geotechnical study stamped by a geotechnical engineer is required, these costs should reflect this study, etc).

4.2. Design Cost Estimate: The design cost

estimate shall be submitted utilizing the “Architect/Engineer Estimate” form (Attachment 1) or prior approved equal. The format for the design cost estimate shall indicate, at a minimum, the number of professional, and non-professional labor category hours per discipline (i.e. project management, civil, architectural, structural, mechanical utilities, electrical, CADD management, etc.). Each labor category shall list the corresponding hourly billing rate (Including A-E overhead and profit). The estimate shall also list any applicable subcontractor (i.e. soil analysis services, site survey, etc) costs. In addition to the hours and related costs, a list of deliverables shall be identified including a list of probable drawings, specifications and misc deliverables including calculations and other data.

4.3. Construction Cost Estimate: The

construction cost estimate shall be submitted utilizing the “Contractor Cost Estimate” form (Attachment 2) or prior approved equal. The construction cost estimates shall be presented in sufficient detail indicating costs for materials, labor (Los Angeles Prevailing Wage), and equipment required to construct this project. Cost Estimates should be provided in sections including but not limited to mobilization; demolition; site preparation;

site excavation; construction; HVAC testing, air balancing, and commissioning;

demobilization; final inspection; and closeout documentation, etc.

5. GENERAL

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5.1. Period of Performance: The period of

performance is 120 calendar days. This includes all phases of the project including Design, Construction, and Close-out Phases including all required Government review time.

5.2. Project Schedule: The Contractor shall

provide, for approval, an AF Form 3064 or a prior approved alternative, progress schedule to the Contract Administrator within five (5) working days after NTP. Schedule shall be detailed enough to identify all submittals and phases of work including but not limited to design, site mobilization, demolition and excavation activities, construction, hardscape installation, landscaping finishes, clean-up, demobilization, training of service personnel, closeout documents, Operations and Maintenance Manuals and any and all other related activities .

5.3. Submittals: Contractor shall submit all items

listed in AF Form 66, Schedule of Submittals, (Attachment 3) for review and approval utilizing the AF Form 3000 as a cover sheet/transmittal.

5.3.1. Text Documents: All text document

submittals shall be provided in both hardcopy and electronic formats as noted in AF Form 66. Hardcopies shall include a loose-leaf copy and all additional copies shall be bound volumes. Electronic text document files shall be submitted on CDs or DVDs in the native file format (MS Word, MS Excel, MS Project, etc.) and in a pdf version of the original.

5.3.2. Drawing Documents: All drawing

document submittals shall be provided in both hardcopy and electronic formats as noted in AF Form 66. Hardcopies shall include one full-size set of bound drawings and all additional copies shall be half-size sets of bound drawings.

Electronic files shall be submitted on CDs or DVDs and include the AutoCAD files as noted in Section 6.2 and a pdf version of each half-size drawing file..

5.4. Permits & Certificates: The Contractor

shall obtain and provide to the Government, prior to commencing work, all permits and certificates as required by Federal, State, and/or Local Government agencies

5.5. Conferences / Meetings: Coordination

conferences / meetings will be held from time to time as required. The Contractor may request such conference when it is deemed necessary by both parties to clarify the work or expedite the preparation of plans and specifications.

5.5.1. The Contractor shall be responsible

for making memorandums of record of any conversations and minutes of any meetings with Government personnel concerning this project and forward one copy of these memorandums/minutes to each party concerned and one copy to the Contract Administrator within five

(5) working days of event. Each memorandum shall be numbered consecutively and chronologically, and signed by the Contractor’s authorized representative.

5.6. Code Compliance: Unless otherwise stated

all design, construction and related activities shall comply with the most stringent applicable federal, state, and local laws, codes, ordinances, and regulations to include, but not limited to, the Department of Defense Unified Facilities Criteria (UFC) 1-200-01 and applicable occupation health and safety standards. Code deficiencies shall be corrected at the expense of the Contractor by repair or replacement as directed and approved by the Contracting Officer (CO).

5.7. Work Hours:

5.7.1. Normal Hours: All work shall be

accomplished in such a manner that minimum inconvenience shall be caused to the Government. All work shall be accomplished during normal duty hours of 0730 to 1600 hrs, excluding weekends and Federal holidays. The Contractor shall obtain written approval from the Contracting Officer for any changes to these hours.

5.7.2. Change to Normal Hours: The

Government reserves the right to change hours of operation.

5.7.3. Restricted Access: During the

course of the contract, certain areas may be restricted or closed to Contractor personnel. The Contractor shall comply with requirements for entry to include

HHEK082139 2/23/09 – Revision 0 4 signing in or securing an entry badge and or wait for an escort.

5.7.4. Military Exercises: Occasionally, Government forces will conduct various disaster or contingency exercises.

Should the Contractor be in an area subject to control, he shall immediately comply with the directions of Security Forces personnel. This may include stoppage of work and immediate departure from the area. The Government is not responsible for any costs associated with these exercises.

The Contractor or his designated representative shall immediately inform the CE Inspector and await a clearance to return to the work area.

5.8. Personnel:

5.8.1. Project Manager: The Contractor

shall provide a fully qualified Project Manager/Alternate Work Supervisor who shall be available and can be contacted between the hours of 7:00 a.m. to 4:30 p.m., Monday through Friday, except for legal federal holidays.

The Contractor shall notify the Contract Administrator (CA) in writing at time of NTP of the names and contact information (i.e. office phone, work cell phone, email, etc) of the Project Manager and his designated representatives. The Project Manager and alternate(s) must be able to read, write, speak and understand English.

5.8.2. Appearance: All construction site

Contractor employees shall present a neat appearance and shall wear a sleeved shirt and/or safety clothing with the company name to be easily recognized as a Contractor employee while on Los Angeles Air Force Base property.

Reflective construction vest and personal protective equipment shall be worn by all field personnel and field visitors.

5.8.3. Restriction of employees: The

Contracting Officer (CO) may restrict the employment under the contract of any Contractor employee, or prospective contract employee, who is identified as a potential threat to the health, safety, security, general well being or operational mission of the installation and its population.

5.8.4. Security: All aspects of the work

and personnel involved shall comply with Los Angeles Air Force Base security requirements, including unescorted access. Personnel shall have their own base pass available at all times while working on base. Contractor (this includes himself, employees, contractors, subcontractors, suppliers, etc.) shall be on site at all times when work on this project under their control is being preformed.

5.8.5. Area Clearances/ID: The

Contractor shall provide the Contract Administrator a detailed list of all employees (both prime and sub) requiring access to restricted areas for unescorted access. This list shall include the employee’s full name (as it appears on their Driver’s License/state valid picture identification), citizenship, date of birth, location of birth, social security number, driver’s license number, current vehicle registration, and proof of vehicle insurance. These items shall be in their possession at all times to gain entry into the installation.

Contractor shall be responsible for obtaining entrance for all workers, contractor, subcontractor, suppliers, etc.

The Government and/or its representatives will not sponsor workers, subcontractors, suppliers, etc on to the base.

5.8.6. Photography: No photographs of

any type shall be taken at any time without the prior written authorization of the Government.

6. DESIGN PHASE

6.1. Architect-Engineer (A-E): During the

Design Phase the A-E through the Contractor is responsible for the development of the Contract Documents and supporting documentation for the execution of the project. The A-E shall have the necessary professional credentials (i.e. professional licenses / stamps) for the various disciplines required to develop the Contract Documents as outlined in the United Facilities Criteria (UFC). The Contractor shall provide prior to the start of the Design Phase a complete list

HHEK082139 2/23/09 – Revision 0 5 the professionals that will be sealing and signing the final Contract Documents. This list shall include the professional’s name, discipline, licensing jurisdiction, license number, and license expiration date.

6.1.1. A-E shall perform design services

including but not limited to conducting interviews with users, field surveys and investigations to develop planning data to base the design; preparing and furnishing a complete set of Contract Documents; and supporting the post design activities during the construction phase of the project.

6.1.2. The A-E shall perform all services

required to prepare and furnish complete Contract Documents consisting of drawings, technical specifications, design analysis, material and color selection, and addendums as required for the accomplishment of the project in accordance with requirements of this Statement of Work. Design professionals shall prepare and/or review and approve the design of architectural, structural, mechanical, electrical, civil or other engineering features of the work.

6.2. Contract Documents:

6.2.1. Drawings: All design and as-built

drawings shall be well prepared, complete, and accomplished in accordance with best professional practices to clearly and concisely show the type and extent of the work to be performed. All drawings shall be produced in AutoCAD version 2007 DWG format. Later AutoCAD versions may be used with prior approval from the Contracting Officer. The drawings shall be dimensioned completely and accurately. All hard copy drawings shall be drawn to the appropriate scales to clearly and legibly show the type and extent of the work to be performed.

Digital drawings shall be drawn to a scale of 1:1.

6.2.1.1. CAD Standards: The latest

A/E/C CADD Standard shall be used to create, name, and populate layers including but not limited to layer color, layer line weight, and layer line type. The A/E/C

CADD Standard may be reviewed at https://tsc.wes.army.mil/products/ standards/aec/aecstdweb.asp. The properties of all CAD drawing objects shall be assigned as “ByLayer” (i.e. a line or polygon will not inherently have a color, line weight, or line type; its layer will determine these properties).

In addition, all drawings shall be geographically and spatially accurate and shall use the NAD 83, State Coordinate Plane, Zone 5 (in meters) coordinate system.

All CAD files will conform to these standards, unless approved by the Contracting Officer. The Geo-Integration Office through the Contracting Officer (CO) shall address questions concerning these standards.

6.2.1.2. Government Provided

Drawings: To ensure the Contactor has the most current site, facility, and infrastructure information available, before commencing any design work, the Contractor shall request as-built plans applicable to the project from the Contracting Officer (CO). If available, the Government shall provide hard copies or digital drawings. Due to the number of legacy files, any AutoCAD drawings provided to the Contractor may or may not comply with the CAD standards set forth in section 6.2.1.1. It is still the responsibility of the Contractor to comply with the standards set forth in section

6.2.1.1 for any modifications or additions to the AutoCAD drawings provided or to any new AutoCAD files submitted by the Contractor. For example, the interior walls provided to the Contractor in a floor plan may be placed in a layer named “Walls”.

If the contractor adds a full length interior wall or modifies a full length existing interior wall, the new or modified wall will be place into a layer named “A- WALL-FULL-INTR” and will comply with all other standards

HHEK082139 2/23/09 – Revision 0 6 set forth in section 6.2.1.1. In addition, although the Government will provide the most current and accurate drawings available, site conditions may vary from the drawings provided.

This does not relieve the Contractor of his responsibility, depending upon the scope of the project, to provide complete and accurate drawings of the work being provided. The Geo- Integration Office through the Contracting Officer (CO) shall address questions concerning these standards.

6.2.2. Technical Specifications: Technical

specifications shall be developed to meet Government standards for Contract Documents. Specifications shall be based on the Arcom Masterspec Construction Specifications three part format. When necessary to use manufacturer’s name to describe a type of product, include the words “or approved equal”. References to owner and the A-E shall not be used in the specifications. Any sections/references pertaining to equipment/items not applicable to this project shall be removed. Project number shall appear at the bottom left side of each page of the specifications.

6.2.3. Design Analysis: The design

analysis shall contain results of field investigations and measurements;

criteria, detailed calculations, and assumptions used for all aspects of design. All applicable codes and standards including Air Force directives shall be listed. Project number shall appear at the bottom left side of each page of the design analysis.

6.2.4. Submittal Revision Notations for

Contract Documents: During the development of both design and construction drawings, specifications and design analysis, implementation of below annotation method is mandatory:

6.2.4.1. Design drawings shall have

alphanumeric (A, B, C, D, etc.)

sequence every time the drawings are revised. Each revision shall be duly dated and initialed by the checker and design engineer.

6.2.4.2. Once the drawings have

surpassed the 100% design stage and are ready for construction, they shall be reissued as revision 0 (zero) and with IFC (Issued for Construction) notation. The IFC drawings shall be duly dated and initialed by both the checker and design engineer. Drawing hardcopies shall be sealed by licensed architect and/or engineer as appropriate.

6.2.4.3. Any revisions made to the IFC

drawings will be identified with numerals (1, 2, 3, 4, etc.) in ascending order and shall be duly dated and initialed by both checker and design engineer

6.3. Submittals:

6.3.1. Preliminary Design Submittal (35

percent): The A-E shall develop the preliminary design phase (35 percent complete and sufficient number and detail to determine the intended depth and completeness of the final plans design completion) to include, but not necessarily be limited to the following:

Site Plan –Show locations of proposed and existing facilities, existing and proposed utility service lines.

Floor and Roof Plans –Plans shall show a pertinent walls, structural members, doors, windows, fixed elements (casework, plumbing fixtures, etc.).

Elevations –Drawings include the elevations of all pertinent interior views including but not limited to water closets. The elevations shall show the proposed interior design including planned materials, all in sufficient detail to portray the intended interior appearance.

Sections - As required to indicate sections through buildings and/or rooms. Sections shall indicate relationships of all systems

Specifications – The A-E shall provide an outline specification covering the total proposed

HHEK082139 2/23/09 – Revision 0 7 construction and all major proposed materials and finishes.

Design analysis

6.3.2. Pre-Final Design Submittal (90

percent): Based on previous data and comments furnished by the Air Force, the A-E shall develop the pre-final working drawings, specifications, design analysis, finish schedules, complete layouts, as required, and all complete except for minor clarifications or details which may be needed. The submittal shall include but is not limited to the following:

Cover Sheet/Project Location

Maps Index of Drawings Drawings – shall include all drawings indicated in 35 percent submittal with any additional required drawings, schedules and details to convey 90% complete project.

Specifications Design Analysis Geotechnical Investigation

Report, if recommended

6.3.3. Issued for Construction Submittal

(100 percent): The corrected final design shall include all of the 90 percent documents with all final corrections completed.

Drawing hardcopies shall be sealed by licensed architect or engineer as appropriate.

The AutoCAD files shall be submitted as both live cad files and clip-bound versions of each of the drawing.

6.4. A-E Post Design Responsibilities:

6.4.1. Inquiries: The A-E shall be required

to provide response to the construction contractors in regard to interpretations of the plans, specifications, submittals, conflicts, and/or discrepancies in the plans, specifications, and other matters of such which may arise. Should there be the need for interpretations, clarifications, review, or changes to the plans or specifications, the A-E shall develop the specific information needed to issue an amendment to the Contract Documents for no additional cost to the Government.

6.4.2. A-E Construction Site Visits: The

A-E or his duly authorized representative shall make periodic visits (once per month minimum) to the project site as part of his contract.

During these visits the A-E shall gather or perform the necessary data and tests or surveys to support the completion of this project and shall develop and submit to the Contract Administrator (CA) within five (5) working days of visit an Observation Report at the conclusion of each site visit.

7. CONSTRUCTION PHASE

7.1. General Contractor: During the

Construction Phase the General Contractor through the Contractor is responsible for the construction of this project based on the IFC Contract Documents. The General Contractor shall have a valid Class B Contractor license with the State of California Licensing Board.

All lower tier Subcontractors shall also have valid and appropriate contractor license with the State of California Contractors Licensing Board. The Contractor shall submit to the Contract Administrator (CA) proof of compliance for the General Contractor and all Subcontractors for this item prior arrival on site.

7.1.1. Contractor Responsibility: The

Contractor shall be responsible for inspection and verification of all field conditions, inspect related work and adjacent areas prior to bidding and/or commencing work of said contract. All work to be coordinated with CE Inspector prior to the start of any activity. Contractor must report conditions preventing proper execution of work to the Contract Administrator (CA). Any condition(s) that would require deviation from this specification should be reported to the Contract Administrator (CA). The Contractor shall have supervisory staff on site at all times during the execution of work.

7.1.2. Contractor Means and Methods:

The Contractor shall be responsible for construction means, sequences, and appropriate procedures in accordance with acceptable construction practices resulting in a final, complete and useable product.

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7.1.3. Commencement of work on site:

The Contractor shall not commence with any portion of the construction services until the Project Schedule has been approved and contact has been made with the job CE Inspector through the Contract Administrator (CA), at least five (5) working days prior to onsite work

7.1.4. Work Clearance Request: The

Contractor shall request from the CE Inspector a Base Civil Engineering Work Clearance Request (AF Form 103) prior to starting any field work. The AF Form 103 will be initiated and completed by the CE Inspector.

Additionally, at the request of the Contractor, notification requirements with local agencies, utility companies, dig alert and/or adjacent properties shall be coordinated with CE Inspector.

7.1.5. Welding, Cutting and Brazing

Permit: The Contractor shall request from the CE Inspector an USAF Welding, cutting and Brazing Permit (AD Form 592) prior to starting any work covered by the permit. The AF Form 592 will be initiated and completed by the CE inspector.

7.1.6. Conditions of Work: All efforts

shall be made to allow complete access of the work area to the Contractor(s) and subcontractor(s) and maintain the area free of traffic to personnel. Temporary facilities constructed by the Contractor to prevent interruption of normal work activity are subject to approval by Contracting Officer (CO). The Contractor is required to notify the CE Inspector of any drive blocking or street access restrictions at least five (5) working days prior to modifications.

7.1.7. Interruption of Utility Services, Fire Alarm Systems, Fire Sprinkler, and Intrusion Detection Systems:

Utility, communication services, and/or fire security systems are not to be interrupted under any circumstances to make, or relocate connections for any other purpose without the approval of the base Fire Chief and the Contracting Officer (CO). Impairments requests must be made a minimum of fifteen (15) working days in advance and shall be properly coordinated so as to limit the time of disruption to affected occupants.

Circumstances may require the interruption be performed after working hours or over a weekend period. Plans shall be submitted for relocation of any fire protection/detection equipment identifying present and proposed location.

7.1.8. Unforeseen Environmental Issues:

The Contractor is responsible to notify Government on urgent basis for any unforeseen conditions not previously described, especially environmentally unfriendly conditions so that Government can act upon immediately and minimize construction downtime.

7.2. Construction Submittals:

7.2.1. Work Phasing Plan: Contractor

shall submit a preliminary work phasing plan which includes existing facility access, egress, and loading routes. This plan is intended to supplement the project schedule and shall provide the Contractor’s preliminary means to maintain facility function throughout the construction period.

7.2.2. Construction Material and Shop

Drawing Submittals: At the start of the Construction Phase, the Contractor shall submit a schedule/log listing all of the material and shop drawings that will be utilized in the construction of the project. The Contractor shall submit material data / samples and shop drawings for approval at enough time in advance to allow the Government the opportunity to review and concur before the Contractor commits to purchasing / fabricating the material.

7.3. Environmental:

7.3.1. Environmental Compliance: The

Contractor shall comply, and ensure that all subcontractors comply with all applicable and latest federal, state, county, and local environmental laws and regulations to include, but not limited to: general and specific permit conditions; Air Force Instructions (AFI), policies, guidelines, compliance documents, and management plans. The

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Contractor shall comply with applicable portions of the latest Environmental Construction Requirements Specification Section 01010 (Attachment 4). The submittals listed in this document are mandatory requirements for environmental management compliance.

7.3.2. Asbestos/Lead Abatement: Los

Angeles Air Force Base will provide lead/asbestos survey results to Contractor, where necessary. This survey will be conducted under separate contract. Contractor shall comply with applicable portions of the latest Asbestos Abatement Specification Section 02085 (Attachment 5) and Lead- Based Paint Abatement Specification Section 02086 (Attachment 6) and will be monitored by the Environmental Section of 61 CELS for compliance.

7.4. General

7.4.1. Site Security: The Contractor shall

be responsible to provide security for the project site. Means of access shall to be furnished to the CE Inspector.

7.4.2. Fire Prevention: All aspects of the

work shall comply with fire regulations, which are available through the CE Inspector. If determined necessary by the base Fire Chief, Contractor shall provide fire watch & provide labor for covering and/or protection of all fire alarm devices as required.

7.4.3. Safety: The applicable Occupational

Safety and Health Act (OSHA) standards are incorporated into this contract. The Contractor shall provide 5 working days prior to commencement of work on site a project specific Safety Plan. The Contractor shall provide temporary closures, covers, barricades, signs, and other resources required for the safety of building occupants, construction personnel, base personnel, and visitors. Upon request of the CE Inspector, all safety deficiencies shall be handled by the Contractor in a timely fashion. The Site Safety Plan submitted by the Contractor shall address all of these items. The Government reserves the right to order an immediate stop work notification on a portion and/or the entire construction work site should this person determine that an unsafe work site condition exists.

7.4.4. Sanitary Facilities: The Contractor

is responsible for providing adequate sanitation facilities for their employees.

The Contractor shall provide an appropriate number of portable restroom facilities, wash stations, and trash receptacles for all employees on site.

The Contractor is responsible for providing regularly scheduled maintenance, cleaning, and restocking of the facilities. The Contractor is to coordinate location of these facilities during the Pre-Construction meeting. If the Contractor is not allowed to use portable facilities, Contractor personnel may use the nearest sanitary facility.

The location will be identified at the preconstruction meeting. The Contractor shall not use facilities in controlled or restricted areas in accordance with security regulations.

7.4.5. Utilities: All reasonable quantities of

utilities will be made available to the Contractor without charge. Any temporary connections or lines that may be required shall be installed, maintained, and removed by the Contractor at his expense but must be approved prior to work by the Contracting Officer (CO).

7.4.6. Water Usage:

7.4.6.1. Fort MacArthur, San Pedro:

At Fort MacArthur the Base fire hydrant system is available for use by the Contractor.

7.4.7. Repair/Care: Contractor shall

exercise due care to protect existing installations and monuments from damage. During performance of the work, the Contractor shall maintain clean project area(s) daily at his/her expense and at the end of each work day and upon completion of the job. Any damage to the construction site during the project is the responsibility of the Contractor to repair to original condition. This is to include travel paths to the project site. All damaged items are to be replaced with in kind item

HHEK082139 2/23/09 – Revision 0 10 unless prior approval is obtained from the Contracting Officer (CO).

7.5. Construction:

7.5.1. Material: Unless otherwise specified

or noted on drawings or Scope of Work, all material associated to scope of contract shall be new. All damage during or after delivery, installation, and before final inspection shall be the responsibility of the Contractor, and the Contractor, at no additional cost to the Government, shall replace any damaged materials.

7.5.2. Demolition: Contractor may be

required to remove or relocate some items not shown on drawings or indicated in the Scope of Work, depending on the equipment manufacturer’s specifications and/or recommendations. The cost for such work shall be included in the Contractors Scope.

7.5.3. Removal of Debris: The Contractor

is responsible for removal from the site of including but not limited to excavated soils, vegetation and all trash/construction debris associated with this project. All trash, debris, and refuse caused by the job shall be removed and disposed off base in compliance with State and Local ordinances and shall be deposited in an approved receptacle or container furnished by the Contractor.

The job site shall be cleaned at the end of each workday. All debris removed from site shall be recorded and disposal tickets provided to the CE Inspector.

All debris should be recycled where possible.

7.5.4. Underground Utilities: All utilities

that are buried after installation are to be tested to maximum capacity possible in the presence of the CE Inspector before they can be buried. A 24 hour notice is required to be given to the CE Inspector before the test & inspection. In the case of electrical lines (conduit for electrical lines) only inspection of the conduit is necessary. All utility lines are to be laid on 1 foot of clean fill with 1 foot of clean fill covering. Tracer wire is to be taped to the top of non-metallic lines (water, sewer, storm drain, etc) and the proper caution tape is to be placed at least one foot above the line, on top of the top clean fill layer.

8. CLOSEOUT PHASE

8.1. Pre-Final Inspection: Once substantial

construction (90%) has been completed and the Contractor has performed his own in-house inspection with the Contractor’s subcontractors and remedied all deficiencies, the Contractor shall notify the Contract Administrator five (5) working days in advance requesting a pre-final inspection.

Final acceptance testing of components (i.e.

electrical, irrigation, etc) shall be required.

Contractor shall submit a final acceptance testing plan to be approved by the CE Inspector prior to final acceptance testing.

8.2. Final Inspection: Upon completion of the

findings in the pre-final punch list items a final inspection shall be requested. The Contractor must notify the Contract Administrator (CA) requesting a final inspection.

8.3. Operations and Maintenance Manuals, and

Training: The contractor shall provide operations and maintenance manuals for all equipment installed under this contract that requires periodic maintenance as per AF Form 66. Training sessions conducted by the appropriate subcontractor shall occur within 30 days of BOD. The Contractor shall be responsible for videotaping the training and provide copies as per AF Form 66. The contractor shall provide notification to the CE Inspector five (5) working days prior to planed training session.

8.4. Equipment/Workmanship Warranty: The

Contractor must provide detailed written documentation of all warranty conditions for the completed job to include all parts, labor, and workmanship (See Attachment 7 for Samples of Contractor and Subcontractor Guarantee – Warranty letters). Description of warranted labor, material, and/or equipment shall include manufacturer name, model and serial numbers. This documentation is to be provided to the Contract Administrator (CA) prior to final invoice. Faulty materials and/or unsatisfactory workmanship occurring during the warranty period shall be corrected and addressed to Contracting Officer (CO) as a warranty call at the Contractor’s expense.

Warranty period for all work, labor, and

HHEK082139 2/23/09 – Revision 0 11 materials shall be a minimum of 1 year after issuance of the Beneficial Occupancy Date

(BOD).

8.5. DD 1354 Transfer and Acceptance of Real

Property: Per UFC-300-08 and the Category Code List (Attachment 8) the Draft (new construction) or Interim (remodel construction and equipment modifications) DD-1354 (Attachment 9) shall be submitted twenty (20) days prior to BOD. The final DD-1354 shall be submitted within thirty (30) days of the BOD.

8.6. Construction Record Drawings: The

Contractor shall provide ‘red line’ hardcopies and AutoCAD files of drawings of any alterations, changes, additions, deletions, deviations, etc to the Issued for Construction (IFC) drawings during construction. The AutoCAD files shall be submitted as both live cad files and clip-bound versions of each of the drawing.

8.7. Additional Computer Aided Design

Documents: Contractor shall provide AutoCAD drawings for all custom or fabricated items provided or installed under this contract. Contractor shall provide CAD drawings from the manufacturer, if available.

(End of Statement of Work)