Attachment 1 SOW Maintain Repair Commissary Landscape.pdf

ACJP101075 1 July 13, 2011

Construction SOW Template Version - 23Dec10

STATEMENT OF WORK

Project Title: MAINTAIN & REPAIR COMMISSARY LANDSCAPE, B/251 ABW Project Number: ACJP101075 Date: July 13, 2011 Revision: 0

1. SITUATION

There are several planter beds containing dead plants. The sloped areas do not have any trees. There is an erosion problem at the northwest parking lot. The irrigation system doesn’t work properly at the perimeter fence. Pigeons have roistered around the perimeter of the parapet wall and have left dropping on the building. This is a Construction project.

2. DEFINTIONS

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

Architect-Engineer (A-E): 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 Manager (PM): 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

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

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

Period of Performance (POP): The period of time where contractor is contracted to execute the construction including period to complete project closeout documents. The POP is in calendar days.

SMC/PKO: Los Angeles Air Force Base Operation Contracting Division

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: Protecting existing trees, removing and disposing of vegetation as indicated on the drawings. Install a reclaimed water irrigation system.

Install new vegetation as indicated on the drawings. Apply weed barrier fabric and three (3”) inches of rock mulch where indicated on the drawings. Install pigeon deterrent measurers around the roof and the parking lot lights of the Commissary.

ACJP101075 2 July 13, 2011

3.2. Detailed Scope of Work is described below and shall be completed in accordance with the documents listed in the

Schedule of Contract Documents (Appendix A reference drawings).

• Sanitize and clean parapet wall surrounding roofline (approx 1,450 lf (1800 sf))

• Install three (3) rows of stone color Bird Jolt Flat Track or an approved equal beginning at one (1”) from the edge of the parapet wall

• Install weatherproof outlet on southwest side of commissary next to irrigation controller (see Sheet A1.1)

• Connect outlet to electrical wiring in commissary wall

• Enclose outlet in an off-white plastic box

• Restore area to pre-existing condition

• Connect Bird Jolt Flat Track to electrical source

• Sanitize and clean wall relief (approx. 670 lf (335 sf)) around two (2) sides of the building

• Install 1-1/8” heavy duty bird netting in off-white around commissary wall relief

• Bird netting shall be U.V. Stabilized knotted polyethylene net, flame resistant (27- deg. F melting point), rot-proof, non-conductive and stable in sub zero temperatures o Remove all vegetation where indicated on the Demolition Plans o Protect existing vegetation not to be removed o Orange vinyl construction fencing shall be installed three (3’) feet outside the edge of the existing tree’s drip line o Grade the planter bed north of the Commissary parking lot to a 1.25% grade maximum(see sheet D1.1) o In the two (2) north facing planter beds; remove soil to a depth of one (1’) foot deep (see sheet D1.2) o After removing the one (1’) foot of soil, till one (1”) inch of ground limestone to a minimum depth of six (6”) inches o Fill the two (2) north facing planter beds with loam o In the two (2) east facing planter bed, remove soil to a depth of one (1’) foot deep (see sheets D1.2 & D1.3) o After removing the one (1’) foot of soil, till one (1”) inch of ground limestone to a minimum depth of six (6”) inches o Fill the two (2) east facing planter beds with loam o Install irrigation system according to the drawings with a minimum cover of eighteen (18”) inches of soil over all irrigation lines o Connect remote control valves wires to existing irrigation controller (see Sheet I1.2) o Install all irrigation wires in one (1”) inch conduit o Install conduit lines adjacent to (NOT ON TOP) of irrigation lines and bury in the same trench o Test irrigation system before backfilling in trenches o Install two (2”) inch wide detectable tape one (1’) foot above all irrigation lines o Compact soil over all trenches to avoid settling of backfill material o Excavate thirty-two (32) tree pits each seven (7’) foot wide by seven (7’) foot long o The depth of the tree pit shall be such as to allow the tree to sit two (2”) inches above the existing grade when planted o Amend half of the soil excavated from the tree pits with loam soil. Dispose of the other half of the excavated soil off base.

o Excavate two (2) six (6”) inch diameter and three (3’) feet deep vertical drains in each of the 32 tree pits o Measurements of all drains shall be verified by PM or Inspector before filling with ¾”-1-1/2” waste gravel o Using galvanized 6”x6”x2” staples secure a one (1’) by one (1’) foot piece of non-woven landscape fabric over the opening of the vertical drain o Install the trees into the desired locations on the drawings (see sheets L1.2 and L1.3) o 48” and 54” boxed trees shall be single trunk and have a minimum height of eighteen (18’) feet o Install guy wires to stabilize the 48” and 54” boxed trees (see sheet L1.4 for planting details) o Install 15 gallon (gal) and 24” boxed trees on slopes were indicated on the drawings o Do not amend soil for trees to be planted on the slopes o Place one (1) stake on each side of the tree. Stake shall be placed outside 15 gal and 24” boxed soil zone.

o 15 gal and 24” boxed trees shall be deep watered with a minimum of thirty (30) gallons each.

o 48” and 54” boxed trees shall be deep watered, with a minimum of fifty gallons of water each o Install non-woven brown weed barrier landscape fabric on the level planter beds only

ACJP101075 3 July 13, 2011 o Fabric shall overlap a minimum of four (4”) inches and shall be stapled with 6”x6”x2” galvanized landscape staples every three (3’) feet.

o Install one (1), three (3) and five (5) gallon container plants according to the drawings (see sheets L1.1, L1.2 & L1.3) o Project Manager shall verify planting pattern before installation begins.

o Plants are to be installed one (1”) above the existing grade o Planting holes are to be one and a half (1-1/2) times the diameter of the container o After all plants are installed, water thoroughly; adjust plants are need to prevent settling o Install two (2”) inches of California Gold decompose granite, mulch rock, per the drawings in the level planter beds only o Install one (1”) inch of Salmon Bay Pebbles on top of the decomposed granite o Clean-up; remove all signs of debris and/or construction materials o As-built drawings are a part of the Close-out documents and are required for this project o As-built shall in AutoCAD 2009 and submitted on a CD, DVD format is unacceptable o Installing contractor is responsible for maintaining (watering) all newly plant trees and Agave Blue Glow succulents during the Period o Maintenance and warranty periods are indicated in the Landscape Specification

4. PROPOSAL PROCEDURE

4.1. Construction Project: This project will be awarded as a Construction project. The Contractor’s Proposal documents shall be submitted and received in accordance with SMC/PKO requirements. The Contractor submitting a proposal on this project shall be required to submit a proposal that encompasses all construction costs. These costs shall reflect all associated costs (i.e. overhead, profit, subcontractors, etc.) of the 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

4.2. The Contractor, by submitting a Priced Proposal on this work, is deemed to have independently:

4.2.1. verified the total scope and quantities involved in this work,

4.2.2. submitted all pertinent RFI,

4.2.3. received satisfactory responses to all.

5. GENERAL

5.1. Period of Performance: Period of performance shall be Forty-five (50) calendar days from date of Notice-To- Proceed: This includes all phases of the project including Construction, Submittal Review, and Close-out phase.

5.2. Project Schedule: For projects with a construction Performance Period of 60 calendar days or greater or at CO discretion, progress payments are allowed. For progress payments, the Contractor shall provide, for approval, an AF Form 3064 progress schedule, to the CA within five (5) working days after NTP. The schedule shall be detailed enough to identify all work elements. An AF Form 3065 is also required and must be approved by the Contracting office prior to invoice submittal for each progress payment. An alternative schedule of values is required with the AF Form 3064 and 3065 as a supporting document.

For projects with a construction Performance Period of less than 60 calendar days and that do not require AF 3064, require an alternative schedule describing the work elements to be approved by the Contracting Officer prior to start of construction. All projects will require the AF Form 3065 to be submitted at project completion for 100% and be approved by the Contracting Office prior to final invoice submittal.

5.3. Submittals: Contractor shall submit all items listed in AF Form 66, Schedule of Submittals, (Appendix B) 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 email in the native file format (MS Word, MS Excel, MS Project, etc.) and in a PDF version of the original.

ACJP101075 4 July 13, 2011

5.3.2. Drawing Documents: All drawing document submittals, when applicable, 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 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: when applicable, 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. The CA will be responsible for making memorandums of record of any conversation and minutes of meetings, including weekly construction progress meetings. A minimum of 48-hour written notice to the CA is required for scheduling meetings.

5.6. Code Compliance: Unless otherwise stated all 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 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 CO 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 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 will make every effort to minimize disturbances to the Contractor due to Military exercises. When directed by the CO, the Contractor shall make every effort to minimize schedule alteration due to the Military exercise. 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 and Field Superintendent who shall be available and can be contacted between the hours of 0700 to 1630, Monday through Friday, except for legal federal holidays. The Contractor shall notify the 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 Field Superintendent 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 clothing bearing 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.

ACJP101075 5 July 13, 2011

5.8.3. Restriction of employees: The 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 representative (e.g. Site Superintendent, Project Manager, etc.) shall be on site at all times when work is being performed.

5.8.5. Area Clearances/ID: The Contractor shall provide the CA 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. CONSTRUCTION PHASE

6.1. Contractor: The Contractor is responsible for the construction of this project based on the IFC Contract Documents and drawings. The Contractor shall have a valid Contractor license of a class appropriate for the work described in this statement of work. All lower tier Subcontractors shall also have valid and appropriate contractor licenses. The Contractor shall submit to the CA proof of compliance for all Subcontractors for this item prior to arrival on site.

6.1.1. 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. The Contractor must report conditions preventing proper execution of work to the CA. Any condition(s) that would require deviation from this specification should be reported to the CA via the Request for Information (RFI) process. The RFI’s should include potential project cost and POP changes. The Contractor shall have supervisory staff on site at all times during the execution of work.

6.1.2. 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.

6.1.3. Commencement of work on site: The Contractor shall not commence with any portion of the construction services until directed by the CO.

6.1.4. 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.

6.1.5. Welding, Cutting and Brazing Permit: When required, 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.

6.1.6. Conditions of Work: Every effort will be made to allow complete access of the work area to the Contractor and subcontractor(s). Temporary facilities constructed by the Contractor to prevent interruption of normal work

ACJP101075 6 July 13, 2011 activity are subject to approval by 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.

6.1.7. 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 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.

6.1.8. 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.

6.1.9. NO damage shall be caused to existing installed works. Any disturbance to existing condition shall be a cause for Contractor to return the damaged portions to original condition at no additional cost to the Government.

6.2. Construction Submittals:

6.2.1. Work Phasing Plan: When required, the Contractor shall submit a preliminary work phasing plan and traffic plan to identify access, egress to existing facilities, 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.

6.2.2. 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 (when applicable) that will be utilized in the construction of the project. The Contractor shall submit material data / samples and shop drawings for approval at least 10 calendar days in advance to allow the Government the opportunity to review and concur before the Contractor commits to purchasing / fabricating the material.

6.3. Environmental:

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

6.3.2. Asbestos/Lead Abatement: N/A

6.4. General

6.4.1. Site Security: The Contractor shall be responsible to provide security for the project site. Means of access to project site shall to be furnished to the CE Inspector.

6.4.2. Fire Prevention: Unless otherwise stated all 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, Unified Facilities Criteria (UFC) 3-600-01 Fire Protection Engineering for Facilities and the National Fire Protection Association (NFPA) Code. Code deficiencies indentified by the CE inspector as a result of Contractor activities shall be corrected at the expense of the Contractor by repair and/or replacement as directed and approved by the CO. 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 with no additional cost to the Government.

ACJP101075 7 July 13, 2011

6.4.3. Safety: The applicable Occupational Safety and Health Act (OSHA) standards are incorporated into this contract. The Contractor shall provide a LAAFB approved project Specific Safety Plan at least 5 working days prior to commencement of work on site. Draft Safety Plans should be submitted to the LAAFB for review and approval by the LAAFB Safety Group. The Contractor shall allow at least 10 working days for the LAAFB to review the 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.

6.4.4. 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 pre-construction meeting. The Contractor shall not use facilities in controlled or restricted areas in accordance with security regulations.

6.4.5. 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, at least 48 hours prior to work, by the CO.

6.4.6. Water Usage:

6.4.6.1. Main Los Angeles Air Force Base, El Segundo: Water from Los Angeles Air Force Base fire hydrant system is not available for use by the Contractor and for construction. The Contractor may utilize water, if available, from an existing nearby facility or from an available irrigation connection upon approval of the CE Inspector. If neither of these options is available, the Contractor will be allowed to bring in water to be stored on the construction site.

6.4.6.2. Fort MacArthur, San Pedro: N/A.

6.4.7. 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 existing monuments and 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 unless prior approval is obtained from the CO.

6.5. Construction:

6.5.1. 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.

6.5.2. 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.

6.5.3. 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

ACJP101075 8 July 13, 2011 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, including but not limited to, concrete, scrap metal, etc. shall be recorded and disposal tickets provided to the CE Inspector. Disposal ticket shall indicate weight (tonnage or cubic yard) and destination address of recycling center. All debris should be recycled where possible.

6.5.4. The job site shall be cleaned at the end of each working day.

6.5.5. 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.

7. CLOSEOUT PHASE

7.1. 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 CA five (5) working days in advance requesting a pre-final inspection. Final acceptance testing of components (i.e. electrical, Fire Alarm, pressure piping, irrigation, etc) shall be required. Contractor shall submit a final acceptance testing plan to be approved by the CA prior to final acceptance testing.

7.2. 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 CA requesting a final inspection.

7.3. Operations and Maintenance Manuals, and Training: When applicable, 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. When specified, 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 a planned training session.

7.4. 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. Description of warranted labor, material, and/or equipment shall include manufacturer name, model and serial numbers. This documentation is to be provided to the CA prior to final invoice. Faulty materials and/or unsatisfactory workmanship occurring during the warranty period shall be corrected and addressed to CO as a warranty call at the Contractor’s expense. Warranty period for all work, labor, and materials shall be a minimum of 1 year after issuance of the BOD.

7.5. DD 1354 Transfer and Acceptance of Real Property: Per UFC-300-08 and the Category Code List (to be provided upon request by the Contractor) the Draft (new construction) or Interim (remodel construction and equipment modifications) DD-1354 shall be submitted twenty (20) days prior to BOD. The final DD-1354 shall be submitted within thirty (30) days of the BOD. The Contractor and 61 CELS Project Manager will work together to complete an acceptable DD-1354.

7.6. Construction Record Drawings: As part of project close-out phase, the Contractor shall be required to incorporate all ‘red line’ markings into final Record Drawings. The record drawings along with project close-out documents shall be submitted to the Government within thirty (30) days of final acceptance of BOD. One full-size and one-half-size set of drawings (AutoCAD and PDF formats) and other close-out documents shall be submitted electronically (CD). The AutoCAD drawings shall be submitted in AutoCAD version 2009 or later.

7.7. Additional Computer Aided Design Documents: When applicable, the 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.

ACJP101075 9 July 13, 2011

(End of Statement of Work)