Attachment 1 - PWS.pdf

Source Selection Sensitive Information – See FAR 2.101 and 3.104 Unclassified/ For Official Use Only

PERFORMANCE WORK STATEMENT FOR

SURFACE DEPLOYMENT AND DISTRIBUTION COMMAND

(SDDC)

CONTAINER REPAIR SERVICES

As of 28 Apr 2021

Attachment 1

TABLE OF CONTENTS

SECTION TITLE

1.1 Background

1.2 Scope of Work

1.3 Tasks

1.4

Deliverables

2.0 Service Delivery Schedule

3.0 Contractor Furnished Equipment, Facilities and Services

4.0 Invoicing

5.0 Manpower and Reporting

6.0 Publications and Documents

7.0 Definitions

EXHIBITS

I Reports and Documents

II

Procedure for Preparing Billing Repair Card Estimates

III

Re-Stenciling Procedures

1.0 Description of Services

1.1 Background. As a component of the United States Transportation Command (USTRANSCOM), the Military Surface Deployment and Distribution Command (SDDC) 598th Transportation Brigade manages a fleet of all ISO containers Department of Defense (DOD)containers that transit the Defense Transportation System. All containers shall be inspected, re-inspected and maintained in accordance with each service/agency policy on containers. This Performance Work Statement (PWS) is for complete repair of various DOD containers that require CSC recertification for movement in the Area of Responsibility.

1.2 Scope of Work. The Contractor shall provide all services, materials, supervision, personnel, labor, and equipment, to perform work and contracted repairs. Repairs shall conform to the standards, procedures, materials, and dimensions used in the original construction of the containers. Repairs shall be accomplished in strict accordance with all terms, conditions, special contract requirements and clauses. Notwithstanding the rights of the Government to review the contractor’s efforts and progress and particularly with reference to the design, specifications, and data which may be provided. It is expressly understood that the contractor is completely responsible for the compliance of contract end item with the provisions of this contract and any reviews and approvals given by the government do not relieve the contractor of this responsibility. In the event contingency conditions develop, the Contractor shall continue to operate and if necessary expand their normal operations. In the event that a national emergency or natural disaster occurs and results in an increase in cost of performance, such increases will be subject to an equitable adjustment under the FAR Clause 52.212-4 of the contract.

1.3 Contractor Duties

1.3.1 ISO Container Repairs. The container repairs shall meet the relevant standards established in the latest editions of the following: 1) ISO Standards 668, 830, 1496/1 and 6346, 2) International Maritime Dangerous Goods (IMDG) Code container structural serviceability standards; 3) Repair Manual for Steel Freight Containers, as published by the Institute of International containers Lessors, Ltd. (IICL-5). Repairs shall conform to the standards, procedures, materials, and dimensions used in the original construction of the containers.

1.3.1.1 The Contractor shall ensure that replacements of structural members do not create recesses and voids in which contraband can be concealed or where moisture can accumulate. No replacement member shall protrude beyond the outside surfaces of the corner fittings.

1.3.1.2 The Contractor shall repair cracks, broken or missing welds as specified on the billing repair card verified by the Government.

1.3.1.3 Placard: The Contractor shall remount loose or replace missing placard on the container with rivets (no pop rivets permitted). The area of the rivets shall form a watertight seal when repair or installation is completed. Proper repair shall be verified by performing a light leak test. The contractor shall install contract provided manufacturer data and CSC when directed by the COR.

1.3.1.4 Floor: The Contractor shall renew as specified, container floors with solid hardwood (marine grade) boards. The boards shall run longitudinally and be of the same width and thickness. The board edges shall be joined by shiplap construction.

1.3.1.4.1 The contractor shall replace cross members to conform to ISO and replace damaged cross members with new material of no less than seven (7) gage steel. All cross members shall be of the same configuration and strength and shall have a maximum center-to-center distance of 12 inches, except cross members supports within 24 inches of the threshold, they shall have a minimum center-to-hold distance of eight (8) inches.

1.3.1.4.2 The Contractor shall ensure that the boards shall be attached to the cross members by means of at least three

(3) fasteners per board, per cross member, for boards over seven (7) inches wide; and two (2) fasteners per board, per cross member, for boards less than seven (7) inches wide. Countersunk head fasteners, 1/4 inch diameter minimum, either of the self-tapping screw type, or of machine screws with self-locking nuts, shall be installed so that each head is zero (0) to 1/16 inch below the board surface and at least one (1) inch from the board edge. The floor shall be watertight and installed to permit lateral variations in floorboard width due to swelling. Solid hardwood floor planks, which meet Australian Quarantine Requirements, shall be used.

1.3.1.4.3 No partial board replacements are allowed; only full new profile boards shall be installed. The contractor shall Pressure wash container floors with high press for removal of surface contamination from floorboards. The contractor shall ensure container interior is thoroughly dry before closing doors.

1.3.1.5 Roof: The Contractor shall ensure that any replacement to the container roof remains self-draining. Lap splices are permitted. If the roof bows are fastened to the roof sheet, a suitable bonding agent shall bond them. In the case of roof bows that are not fastened to the roof sheet, anti-chafing material shall be affixed to the roof bows on the surface facing the roof sheets. The roof sheet, roof rails, and upper end frame members shall be at least 1/4 inches below the top plane of the top corner fittings.

1.3.1.5.1 The Contractor shall repair/replace roof bows and panels to conform to ISO standards. When roof patching is required, the contractor shall make the following deviation from the IICL manual when roof patching is required.

Patches shall be fabricated to overlap the damaged area at least two (2) inches around.

1.3.1.6 Door: The contractor shall ensure that all doors, door fittings, and doorframes conform to international requirements and standards. Door panels shall be replaced to maintain structural integrity and water tightness. If the wood at the base of the doorframe is deteriorated, the Contractor shall remove the bottom six (6) inches, across the width of the door, and replace with a wood insert treated for water resistance. The Contractor shall repair sheet metal panels on the door by cutting the damaged area out and removing the paint from around the perimeter at least two (2) inches outward. Install a new piece of metal equal in thickness to that being replaced, which provides at least a two (2) inch overlap around the entire perimeter of the repaired area.

1.3.1.6.1 The contractor shall straighten tubes if possible and refit door. All broken locking bar guides shall be replaced.

Locking bar guides that are broken or bent shall be replaced with new locking bar guides.

1.3.1.6.2 The Contractor shall ensure that replacement doors have heavy-duty pin hinges, recessed within the corner structure, on each door allowing the door to fold back against the sides of the body. Steel hinges shall have corrosion-resistant steel pins. A minimum of two fasteners on each of the top and bottom brackets must be of a tamper-evident design and the handle retainer hardware must be of a tamper-evident design. This can be satisfied with use of peened bolts, welded nuts, huck bolts, or other type fasteners, which preclude removal without leaving obvious traces. Each door shall be provided with two (2) heavy duty, handle-operated cam locking devices with anti-rack provisions, which through lever type action aid in releasing the door seal from the doorframe. Handles shall be located as originally equipped. Each locking device handle must be capable of accepting a padlock and/or security seal. The chain provided to hold the doors in the open position should be of a material conforming to applicable standards. The doors, when closed, shall be sealed in such a manner as to prevent water entry into the container. All moving parts of the door locking mechanism and door hinges, shall be lubricated with adequate grease. The Contractor shall ensure doors are not racked and locking mechanisms operate freely when doors are opened and closed.

1.3.1.6.3 The contractor shall replace damaged door gaskets with new door gaskets. The contractor shall straighten doorframes if distorted to permit proper door alignment/replacement. Doorframes that cannot be straightened shall be replaced with new doorframes. The contractor shall straighten door-locking handles.

1.3.1.6.4 The Contractor shall replace damaged or broken cams and cam retainers with new cam and cam retainers.

1.3.1.7 Headers: The Contractor shall replace damaged doorsill and header. Replacement shall conform to international requirements and standards. The contractor shall replace damaged or missing retainers and brackets with new retainers and brackets.

1.3.1.8 Document Holders: The Contractor shall repair or replace damaged or missing document holders to conform to international requirements and drawings.

1.3.1.9 ISO Markings: The contractor shall clean, prime, and paint both doors including re-stenciling in accordance with applicable standards when ISO numbers and data are no longer legible and paint is peeling from metal surface. The contractor shall not abrasive blast doors due to the thickness of metal skin. Removal of paint/primer shall be accomplished with chemical paint remover or power wire wheel.

1.3.1.10 Corner Fittings: The contractor shall ensure corner fittings conform to ISO 1161 requirements. The Contractor shall not perform any repairs or replacement to the corner fittings.

1.3.1.11 Rails: The contractor shall replace top and bottom rails gussets when they become rusted out, when replacing the front bottom end rail, bottom side rail, or door sill. The Contractor shall determine the actual location, dimensions, and material required for gusset replacement by raising the data from the container prior to structural member removal.

1.3.1.11.1 The contractor shall replace rain gutters to conform to IICL requirements.

1.3.1.12 Painting: The Contractor shall spot blast, prime and paint rusted areas on side and end panels where paint scaling is highly visible. The Contractor shall not spot blast container if more than three (3) areas approximately 36"x36" (square yard) each are affected with sealing.

1.3.1.12.1 Metal surface of the container replaced by the contractor shall be cleaned, treated, and painted in accordance with international requirements and standards, not exceeding 0.06 % lead. The contractor shall prime the surface of the container.

1.3.1.12.2 The contractor shall not repaint the entire container. Blasted metal shall be primed as soon as possible and under no circumstances, shall priming exceed four (4) hours after blasting.

1.3.1.13 Re-Stenciling: (See EXHIBIT III): The container shall be identified and marked in accordance with ISO 6346 standards. When not legible, the contractor shall acquire the owner code and serial number from the Government.

1.3.1.13.1 All ISO markings shall be stenciled in a color contrasting with that of the container.

1.3.1.13.2 The contractor will contact the Government for the assignment of new ISO numbers for any container identified requiring new owner code/ISO number.

1.3.1.13.3 All commercial markings/identification must be removed/obliterate from the Government-owned containers.

1.3.1.13.4 CSC Safety Approval plate (Identification No.) must match stenciled ISO number of the container.

1.3.1.14 Welding: The Contractor shall also spot weld pinholes resulting from blasting. If metal surfaces on roof, side or end panels are too porous for spot welding, the Contractor shall cut out and replace with the minimum amount of panels required to necessitate adequate patch. The Contractor shall ensure all parts, components, and assemblies of the container including castings, forging, molded parts, stampings, seals and sealing agents, machined surface, and welded parts are clean and free from any defects that will reduce the capability of the container to meet the requirements.

1.3.1.14.1 External surfaces shall be free from burrs, slag and sharp edges and corners. The surfaces of parts to be welded shall be free from rust, scale, oxides, paint, grease, or other foreign matter. Welding’s shall be of homogeneous appearance and form, without spattering or other irregularities, complying with the size, configuration, and any other dimensional requirements to develop the full strength of the parts joined by the welds. No cracks of any type are permitted. All welds shall be inspected and tested in accordance with the criteria for workmanship and welding quality as stated in the applicable codes.

1.3.1.14.2 The internal cargo space shall be free from sharp protrusions that could damage cargo or injure personnel.

Any government owned or privately owned property damaged by the contractor or sub-contractor employee shall be repaired or replaced without delay by the contractor.

1.3.1.14.3 The contractor shall ensure all welding and welding procedures are in accordance with applicable rules, laws, regulations and standards, as set forth in DIN EN 287-1/DIN EN ISO 9601-1 and in compliance with the guidelines of the Germanischer Lloyd.

1.3.1.14.4 Welding shall repair hinges that are broken or torn. If repair is not feasible, a new hinge shall be installed.

Hinges that are twisted shall be straightened and reinstalled.

1.3.2 Inspection, Repair, Authorization/Validation Release

1.3.2.1 Inspection/Release of Containers: The Government designated representative will provide the contractor, upon delivery of container(s) a container checklist for each container to be repaired (see Exhibit I for details). The signed checklist will be the Government's receipt.

1.3.2.2 Authorization/Repair: The Contractor shall prepare the Container Billing Repair Card Estimate in accordance with instructions contained in Exhibit II entitled “Procedures for Preparing Billing Repair Card Estimates, Edition Oct 2009. The Billing Repair Card Estimate, verified and approved by the COR, will be the Contractor's authorization to perform repairs.

1.3.2.2.1 The Contractor shall repair containers at the lowest possible cost to pass CSC inspection.

1.3.2.2.2 All containers shall meet the serviceability requirements of the International Maritime Dangerous Goods (IMDG) code for freight containers transporting United Nations Hazard Class1 (Class A) explosives material and/or to Non-IMDG requirements if requested, as supplemented by the Government's Directorate of Transportation Assets.

1.3.2.3 Timeliness and Container Downtime: The contractor shall ensure container down time (CDT) does not exceed 30 calendar days, beginning at time of release of the container to the contractor. In the event the contractor cannot meet the allowable CDT, the contractor shall notify the Contracting Officer’s Representative (COR) of the reason and proposed time for completion of the repair within two weeks after receipt of container(s).

1.3.2.4 Repair Limitations: Any repair totals for the various types of containers exceeding the repair limits as listed below shall be considered uneconomical for repair. If repair work has already started, as soon as the contractor knows that, the repair costs will exceed the applicable repair cost limitation, repair shall cease and the contractor shall immediately report the new totals to the COR. Work shall not continue again until written authorization is received from the COR.

Container Repair Limitations. The applicable rate of exchange for Euro shall be the SDDC, Europe Financial Management System (FMS) rate for the respective ordering period as identified in each task order.

ISO Twenty-Foot (20’) $ 2,500.00 (Restraint) ISO Twenty-Foot (20’) $ 2,100.00 (Non-Restraint) ISO Forty-Foot (40’) $ 2,275.00

QUADCON $ 2,112.50

TRICON $ 2,568.23

BICON $ 2,463.88

1.3.3 Completion of Repairs: The contractor shall notify the COR immediately after the completion of repairs and the availability of the container for the final inspection. The contractor shall itemize the work performed on the Container Billing Repair Card Estimate using item and job code numbers in Exhibit II – Procedures for Preparing Billing Repair Card Estimates. All tolerances shall be within the original design dimensions.

1.3.3.1 The contractor shall control service, quality and offer to the Government for acceptance only completed containers, which conform to contractual requirements. The Government will perform its acceptance inspection, at the contractor’s facility, within three (3) working days after notification by the contractor. The Government inspector will perform the final inspection of the container and apply the CSC re-inspection decal. Upon acceptance of the repairs, the COR will sign the billing repair card.

1.3.3.2 Repaired containers shall be moved out of the contractor’s facility within 30 calendar days after acceptance by government personnel. For each accepted container stored at contractor's site beyond 30 calendar days, daily storage fees in the amount stipulated under Exhibit II will apply. In the event the contractor cannot meet the allowable CDT, the contractor shall notify the COR of the reason and proposed time for completion of repairs.

1.3.4 Light Test: The Contractor shall perform a light test to all containers after repairs are performed.

1.3.5 Contract Management: The contractor shall provide the names and contact information for a contract manager and two alternates (in writing) to the Contracting Officer upon contract award. This contract manager and/or alternates may be contacted during and after normal working hours.

1.3.5.1 The contract manager and alternates shall have full authority to act for the contractor on all matters pertaining to the performance of services under this PWS/contract.

1.3.5.2 The contract manager and alternates must be able to read, write, speak, and understand English fluently.

1.4 Deliverables: The contractor shall deliver data as set forth in the table below. All Deliverables shall be submitted electronically via e-mail to the COR.

Task Deliverable Title Delivery Schedule

1.3.3 Contractor Billing Repair Card

Estimate Upon acceptance of repairs by the Government

1.3.5 Contract Manager Information At Post Award

2.0 Service Delivery Summary

PWS Paragraph Performance Objective Performance Threshold 1.3.1 1.3.2.1

Containers are repaired IAW the relevant standards as stated in the publications listed in PWS paragraph 1.3.2.1

100% of repaired containers monthly

1.3.3 Itemize Repairs on Container Billing

Repair Card

100% of CBRCs submitted monthly

3.0 Facilities: All tasks will be performed at the contractor’s facility. The contractor’s facility shall be located within a 50 kilometer (30 miles) distance from Weserportstrasse 5 Bremerhaven, Germany. The contractor shall provide an adequately secured facility to accomplish all work. Adequately secure means a lockable building and/or lockable fenced-in yard.

3.1 The contractor's facilities shall be capable of receiving and delivering a maximum of 90 empty containers per train at any time. However, the contractor shall warrant repairing 100 each of containers within a time frame of 30 calendar days. The contractor must have access to railroad siding for the receipt and shipment of containers shipped via rail to and from Bremerhaven. The Government estimated percentage of container delivery to contractors as 90% rail, 8% by truck and 2% by vessel

3.2 Work Hours: Normal business hours for the purposes of this contract shall be Monday – Thursday, from 0800 – 1700 hours, and Friday from 0800 – 1500.

4.0 Invoicing

4.1. Land transportation charges for moving containers between the contractor’s designated railroads siding, the port and contract repair facility will be compensated at the rates established on the contract. The contractor shall identify these charges with Job Codes C905 and C906 (See Exhibit II).

The loading and unloading of containers from and to land transport at Contractor’s site will be charged to the Government per each move in the amount stipulated. The contractor shall identify these charges under job codes C805/C806 (See Exhibit II) Each Move; Lifting of containers on container stands for repair and lifting off containers from container stands after repair and inspection will be compensated ( See Exhibit II). All tolerances shall be within the original design dimensions.

4.2. Submission: Contractors shall submit invoices together with the billing repair card signed by the COR to the 950th U.S.

Army Transportation Company, Contract Support Branch, Weserportstrasse 5, D-27580 Bremerhaven, Germany.

4.2.1 The accepted electronic form for submission of payment requests and receiving reports is Wide Area Work Flow (WAWF) (see website – https://wawf.eb.mil). The Contractor must use the following information when submitting payment requests and receiving reports in WAWF for this contract/order: The invoice(s) must include the contract https://wawf.eb.mil)/ number, task order number, voyage number, container number, order date, acceptance date. The contractor shall submit one (1) original and (1) copy of the invoice.

5.0 Contractor Manpower Reporting: The contractor shall report ALL contractor labor hours (including subcontractor labor hours) required for the performance of services provided under this contract for the SDDC 598th Transportation Brigade via a secure data collection site. The contractor is required to completely fill in all required data field using the following web address: http://www.cmra.army.mil/. Reporting inputs will be for the labor executed during the period of performance during each Government fiscal year (FY), which runs October 1 through September 30. While inputs may be reported any time during the FY, all data shall be reported no later than October 31 of each calendar year, beginning with 2017. Contractors may direct questions to the help desk at http://www.cmra.army.mil/.

6.0 Publications and Documents

6.1 Military: Publications referenced can be viewed at the 950th US Army Transportation Terminal building, Bremerhaven, Weserportstrasse 5, Terminal Manager’s Office.

6.2 List of Publications: The Contractor shall ensure all publications remain up to date and posted. The Contractor shall possess and make available during normal business hours:

- MIL-HDBK-138B Container Inspection Handbook for Commercial and Military Intermodal Containers, 1 Jan 2002.

- International Maritime Dangerous Goods Code (IMDG) container fitness standards.

http://www.imo.org

- International Convention for Safe Containers (CSC).

- ISO standards 1496/1 and ISO 668 Series, freight containers - classification External Dimensions and Rating 1-4-88 15 Dec 95.

ISO 830 - 1981 Terminology relating to Freight Containers. 15 Nov 81 Amended 20 Sep 10.

ISO 1161 Specifications of corner fittings for series 1 Freight Containers 15 Dec 84.

ISO 6346 Freight Containers - Coding, Identification and Marking 01 Dec 95 http://www.iso.ch/

- Repair Manual for Steel Freight Containers, Third Edition, Issued by: Institute of International Containers Lessors, Ltd. (http://www.iicl.org)

- Guide for Container Equipment Inspection, Fourth Edition, Issued by: Institute of International Container Lessors

Ltd. (http://www.iicl.org)

- Federal Acquisition Regulation (FAR) regulations, which govern work undertaken in accordance with this contract.

(http://www.iicl.org),http://www.acquisition.gov/far/

7.0 Definitions

AIDPMO. Army Intermodal Platform Distribution Management Office Scott AFB, IL serves as the Army Single Manager for the management and control of Army Owned / Leased ISO containers, Flat-racks and other distribution platforms. AIDPMO develops and implements practices / procedures that ensure the Army operates effectively and efficiently within the Department of Defense (DOD) and commercial intermodal systems. AIDPMO provides life cycle management for Army-Owned ISO containers, manages the Army centralized container maintenance program, funds the maintenance, repair, and re-stenciling of Army-Owned containers to support deployments and sustainment operations worldwide. AIDPMO serves as Army's single authorized ordering authority under USTRANSCOM SDDC Master Lease Streamlining Contract to include centralized control for all Army leased intermodal equipment and procurement approval authority for the Army. AIDPMO generates and assigns ISO numbers and maintains the DOD ISO Container Register and updates and provides policy and procedures for container management.

Align. To adjust specified variable elements of an item to bring about optimum or desired performance.

CSC Decal. DD Form 2282. A container re-inspection sticker indicating month and year the container is due for CSC re-inspection.

http://www.cmra.army.mil/ http://www.cmra.army.mil/ http://www.imo.org/ http://www.iso.ch/ http://www.iicl.org)/ http://www.iicl.org)/ http://www.iicl.org)/ http://www.acquisition.gov/far/

CSC Inspector. A person qualified by means of training, experience, and certification by USADACS in the detection of container structural damage, to examine and certify that the containers meet all safety requirements.

CSC Safety Plate. A permanent, non-corrosive, fireproof, rectangular plate having words and numbers stamped or embossed on it in a permanent and legible way.

Clean. As used generally, means removal of dirt, debris, and impurities. Used for acceptance of work, free from dirt, debris, contamination or impurities, unsoiled, having no flaws or roughness.

Contracting Officer (CO). The person who has the legal authority to enter into and administer government contracts, and make related determination and findings.

Contracting Officer’s Representative (COR). The COR is designated in writing by the contracting officer to conduct specific and limited technical contract administrative actions under this contract.

Inspect. To determine the serviceability of an item by comparing its physical and mechanical characteristics with established standards through examination.

Install. The act of setting, or fixing into position an item, part, or module (component or assembly) in a manner to allow the proper functioning of equipment or system.

International Convention for Safe Containers (CSC). A convention held in Geneva, Switzerland, December 1972, which set safety standards for containers moving in international transport.

International Organization for Standardization (ISO). An agency comprised of members from more than 80 countries promoting worldwide agreement on international standards.

ISO Number. An alphanumeric identification number issued by CFD.

Maintenance. The performance of work to maintain and restore equipment to a safe and serviceable condition throughout its life cycle.

Major Structural Repair. Those extensive repairs, which require the skills, tools and equipment, maintenance personnel and facilities to restore serviceable and prolong the life of container equipment.

MILVAN. (Military Van) A container constructed of corrugated steel sheet walls, welded to the main structural rails and end frames, which are fabricated with shaped steel sections. The roof is flat steel welded to the top, side and end rails, and door header. They have interior roof bows for support. The doors are ply metal (steel faced wood) panels fitted with locking, anti-rack hardware, and weatherproof seals. The floor is hard laminated wood planking screwed to the beam cross members, which are welded, to the bottom side rails. The outside dimensions are 20ft long X 8ft. wide X 8

ft. high or 8'6" high).

Quality Assurance Evaluator (QAE): A government employee responsible for checking and monitoring the Contractor's performance.

Quality Control Plan. Contractor's program to ensure that services required by this contract are met.

Repair. The performance of maintenance or service, to include inspect, test, adjust, align, replace, weld, grind, rivet, straighten, machine, or resurface to restore serviceability of the item by correcting specific damage fault, malfunction, or failure to a part, subassembly, item or system.

Replace. The substitution of an unserviceable item with a serviceable one conforming to its original design.

Restraint MILVAN. One with mechanical load bracing system specifically designed for transportation of ammunition.

Restraint Beams. Metal bars used to brace ammunition shipped in restraint MILVANs.

Standard. The level of performance that must be met in order to be acceptable.

SVC. Individual Service as defined in the price schedule (Exhibit II)

Structural Members. Main structural members of a container consist of top and bottom side rails, top and bottom end rails, doorsill and header, corner posts, corner fittings, and floor cross-members.

Test. To verify serviceability and detect incipient failure by measuring the characteristics of an item and comparing those characteristics with prescribed standards.

8.2 Abbreviations and Acronyms.

AR - Army Regulation CARC - Chemical Agent Resistant Coding CFD - Container Freight Division DA - Department of the Army DFAS - Defense Federal Acquisition Regulation Supplement ISO - International Organization For Standardization QA - Quality Assurance QC - Quality Control USA - United States Army USADACS - US Army Defense Ammunition Center and School

EXHIBIT(S)

I Reports and Documents II Procedure for Preparing Billing Repair Card Estimates III Re-Stenciling Procedures

EXHIBIT I

REPORTS AND DOCUMENTS

1. All reports and documents shall be legible (not crumbled, dry, and dark, with easily read print). The information recorded shall be accurate and verified by the project manager or alternate.

2. Distribution shall be made with correct number of copies being prepared and delivered to the correct location. All copies must be legible. Distribution shall be IAW the time standards below.

Government supplied Reports and Documents:

Container Checklist

- Upon delivery of the container to contractor's facility the government shall provide one copy to the contractor.

- Original shall be signed with date and time by the contractor as receipt for the government.

Contractor supplied Reports and Documents:

Container Billing Repair Card Estimate

- After receipt of the container the contractor shall prepare the repair estimate. Upon completion of the estimate, the Designated Government Service Caller shall be informed. The Government Port Service Caller will verify the estimate.

- One signed copy of the document shall be given to the Government Port Service Caller.

- Upon completion of work the Government’s Service caller will acknowledge technical acceptance on the original.

EXHIBIT II

PROCEDURES FOR PREPARING BILLING REPAIR CARD ESTIMATES

EDITION OF: October 2009

THIS ATTACHMENT CONTAINS DETAILED PROCEDURES:

BILLING REPAIR CARD ESTIMATE ENTRIES

A. BASIC CONTRACT INFORMATION:

1. CONTRACT AND DELIVERY ORDER NUMBER

2. PAGE OF

3. DATE / SIGNATURE OF CONFIRMED REPAIR ESTIMATE BY CONTRACTOR.

4. DATE / SIGNATURE OF REPAIR AUTHORIZED BY SERVICE CALLER .

5. DATE / SIGNATURE OF COMPLETION AND ACCEPTANCE OF REPAIR SERVICES

BY SERVICE CALLER AND COR.

B. BASIC CONTAINER INFORMATION

1. PREFIX

2. NUMBER

3. TYPE

B = BICON (ISO)

F = ISO 40’ DRY

N = ISO 20’ DRY

S = SIDE-OPENING (ISO 20’)

R = FLATRACK (ISO 20’)

Q = QUADCON (ISO)

T1= TRICON ( ISO - DOORS ON ONE END )

T2= TRICON ( ISO - DOORS ON BOTH ENDS )

T3 = TRICON ( ISO - DOORS ON BOTH ENDS AND ONE SIDE)

T4 = TRICON ( ISO - DOORS ON BOTH ENDS AND BOTH SIDES)

4. YEAR BUILT

5. MANUFACTURE SERIAL NUMBER

6. REPAIRED AT (NAME OF CONTRACTOR’S REPAIR SHOP)

7. PREVIOUS CONTAINER LOCATION (TO BE PROVIDED BY SERVICE CALLER)

8. PREVIOUS CONTAINER NUMBER (HQ DA BUY-OUT CONTAINER ONLY)

9. ARRIVAL OF CONTAINER AT REPAIR FACILITY (GATE IN)

C. LINE ITEM INFORMATION FOR EACH REPAIR MADE:

1. LOCATION ON CONTAINER

(INSERT APPROPRIATE CODE FROM LIST)

2. QUANTITY

(INSERT QUANTITY OF UNITS)

3. CONTRACT LINE ITEM NUMBER

4. JOB CODE

(INSERT THE APPROPRIATE JOB CODE)

5. QUALIFER

(INSERT THE APPROPRIATE PARTS CODE FROM THE LIST).

6. DESCRIPTION OF REPAIRS MADE

(IN ACCORDANCE WITH CONTRACT LINE ITEMS)

a. USE SUFFICIENT DETAIL TO EXPLAIN WHAT WAS DONE

b. WHERE WELDING IS INVOLVED, THE LABOR LINE DESCRIPTION

SHOULD INCLUDE THE TYPE OF WELD AND LENGTH.

7. WHY MADE CODE

(INSERT THE APPLICABLE WHY MADE CODE FROM THE LIST)

8. NET CHARGE

a. INSERT THE CONTRACT LINE ITEM COST.

b. BILLING REPAIR CARD CHARGES SHOULD BE TOTALED AND THE

TOTAL AMOUNT SHOWN AT THE BOTTOM OF THIS COLUMN.

c. IF MORE THAN ONE BILLING REPAIR CARD IS REQUIRED FOR

REPAIRS TO A CONTAINER, EACH BILLING REPAIR CARD SHALL

BE TOTALED AND THE GRAND TOTAL OF ALL BILLING REPAIR

CARDS SHOWN ON THE LAST BILLING REPAIR CARD

LOCATION CODES

B = BOTTOM

C = CURB

CL = CORNER POST HINGES LEFT

CR = CORNER POST HINGES RIGHT

D = DROP

DH = DOOR HEADER

DL = DOOR TO DOOR HINGES LEFT

DO = DOOR

DR = DOOR TO DOOR HINGES RIGHT

DS = DOOR SILL

EF = END FRONT

ER = END REAR DOOR

F = FRONT

FC = FRONT CURB

FR = FRONT ROAD

HC = HORIZONTAL CURB

HR = HORIZONTAL ROAD

I = INTERIOR

LE = LEFT END

RC = REAR CURB DOOR

RD = REAR DOOR

RE = RIGHT END

RO = ROAD

RR = REAR ROAD DOOR

SC = SIDE CURB

SR = SIDE ROAD

T = TOP

VC = VERTICAL CURB

VR = VERTICAL ROAD

JOB CODE LISTING (WITH ASSOCIATED LOCATIONS)

FRAMING AND EXTERIOR:

C100 = CORNER POST

C101 = REPLACE CORNER POST

C102 = STRAIGHTEN CORNER POST

FRONT ROAD

FRONT CURB

DOOR ROAD

DOOR CURB

C120 = UPPER CORNER FITTINGS

FRONT ROAD

FRONT CURB

DOOR ROAD

DOOR CURB

C130 = LOWER CORNER FITTINGS

FRONT ROAD

FRONT CURB

REAR ROAD

REAR CURB

C140 = RAILS TOP

C141 = REPLACE TOP SIDE RAIL

C142 = STRAIGHTEN TOP SIDE RAIL

C143 = SPLICE TOP SIDE RAIL (300MM)

C144 = REPLACE TOP END RAIL

C145 = STRAIGHTEN TOP END RAIL

C146 = SPLICE TOP END RAIL (300MM)

SIDE ROAD

SIDE CURB

END FRONT

DOOR HEADER

END DOOR

C147 = RECAULK TOP RAIL (1,000MM)

C150 = RAILS BOTTOM

SIDE ROAD

SIDE CURB

END FRONT

DOOR SILL

END DOOR

C151 = REPLACE BOTTOM SIDE RAIL

C152 = STRAIGHTEN BOTTOM SIDE RAIL

C153 = SPLICE BOTTOM SIDE RAIL (300 MM)

C154 = REPLACE BOTTOM END RAIL

C155 = STRAIGHTEN BOTTOM END RAIL

C156 = SPLICE BOTTOM END RAIL (300 MM)

C157 = REPLACE STIFFINER

C158 = STRAIGHTEN STIFFENER

C160 = CROSSMEMBERS

C161 = REPLACE CROSSMEMBER

C162 = REPLACE CROSSMEMBER SECTION (100 MM)

C163 = STRAIGHTEN CROSSMEMBER

C164 = REPLACE GUSSET

C165 = STRAIGHTEN GUSSET

FORKLIFT PROVISIONS:

C180 = POCKET

C181 = STRAIGHTEN FORKLIFT POCKET

C182 = INSERT FORKLIFT TUNNEL (100 MM)

C189 = REPLACE FORKLIFT POCKET STRAP

C190 = STRAIGHTEN FORKLIFT POCKET STRAP

C191 = ATTACHMENT BRACKETS, FORKLIFT POCKET

C200 = REMOVABLE ROOF BOWS

C210 = PERMANENT ROOF BOWS

C211 = REPLACE ROOF BOW

C212 = STRAIGHTEN ROOF BOW

C220 = ROOF REINFORCEMENT PLATES

C222 = REPLACE ROOF PANEL

C223 = REPLACE ROOF PANEL SECTION

C224 = REPLACE HALF ROOF PANEL SECTION

C225 = PATCH ROOF PANEL (200X200MM)

C226 = PATCH ROOF PANEL (300X300MM)

C227 = STRAIGHTEN ROOF PANEL SECTION

FRONT ROAD

FRONT CURB

DOOR ROAD

DOOR CURB

C240 = WALL PANELS

C241 = REPLACE SIDE PANEL

C242 = REPLACE SIDE PANEL SECTION

C243 = REPLACE HALF SIDE PANEL SECTION

C244 = PATCH SIDE PANEL (200X200MM)

C245 = PATCH SIDE PANEL (300X300MM)

C246 = STRAIGHTEN SIDE PANEL SECTION

SIDE, ROAD

SIDE, CURB

FRONT

DOOR

C247 = REPLACE FRONT PANEL

C248 = REPLACE FRONT PANEL SECTION

C249 = REPLACE HALF FRONT PANEL SECTION

C250 = PATCH FRONT PANEL (200X200MM)

C251 = PATCH FRONT PANEL (300X300MM)

C252 = STRAIGHTEN FRONT PANEL SECTION

ROOF COVERINGS:

C260 = ROOF STEEL

C270 = TARPAULIN

C271 = TAKE OFF/ON TARP

C272 = REPLACE TARP

C273 = REPLACE LOOPS

C274 = STRAIGHTEN LOOPS

C275 = REPLACE SECURE PIN "EASY" TYPE

C276 = REPLACE SECURE PIN "DIFFICULT" TYPE

DOOR FITTINGS AND DOOR FRAME:

C277 = REPAIR SAFETY CHAIN

C278 = REPAIR CHAIN HOOK

C280 = END DOOR PANELS

C281 = PATCH DOOR PANEL

C282 = STRAIGHTEN DOOR PANEL

C285 = REPLACE DOOR SILL

C286 = STRAIGHTEN DOOR SILL

C287 = REPLACE HEADER

C288 = SPLICE HEADER (300MM)

C289 = STRAIGHTEN HEADER

C295 = REPLACE LOCKING BOLT

C296 = STRAIGHTEN LOCKING BOLT

C300 = REPLACE DOOR SEAL

C301 = REPAIR DOOR GASKET RETAINER (M)

C305 = REPLACE DOOR HINGE

C306 = REPAIR DOOR HINGE (SCREWS)

C307 = REPAIR DOOR HINGE (PINS)

C310 = REPLACE LOCKING BAR

C311 = STRAIGHTEN LOCKING BAR

C315 = REPLACE LOCKING BAR MOUNTING BRACKET

C316 = STRAIGHTEN LOCKING BAR MOUNTING BRACKET

C318 = REPLACE J-BAR

C319 = STRAIGHTEN J-BAR

C320 = REPLACE CAM

C325 = REPLACE CAM RETAINER

C330 = REPLACE LOCKING HANDLE

C331 = STRAIGHTEN LOCKING HANDLE

C335 = REPLACE LOCKING HANDLE RETAINER

C336 = STRAIGHTEN LOCKING HANDLE RETAINER

C337 = STARIGHTEN CAM RETAINER

C340 = REPLACE CUSTOMS CATCH

C341 = STRAIGHTEN CUSTOMS CATCH

C345 = STRAIGHTEN DOOR HOLD BACKS

C346 = REPLACE DOOR HOLD BACKS

C350 = RAIN GUTTER

C351 = STRAIGHTEN RAIN GUTTER

C352 = INSERT RAIN GUTTER (100 MM)

C360 = OTHER

C361 = LUBRICATE FITTINGS

C370 = REPLACE DOOR SEAL HORIZONTAL (1200MM)

C371 = REPLACE DOOR SEAL VERTICAL (2400MM)

C373 = WELD CAM RETAINER

C375 = REPLACE FRAME OF DOOR HORIZONTAL (300MM)

C376 = REPLACE FRAME OF DOOR HORIZONTAL (1200MM)

C377 = REPLACE FRAME OF DOOR VERTICAL (300MM)

C378 = REPLACE FRAME OF DOOR VERTICAL (1200MM)

MISCELLANEOUS EXTERIOR FITTINGS:

C380 = PLACARD HOLDER

C381 = REPLACE PLACARD HOLDER

C382 = REPAIR PLACARD HOLDER

C383 = REMOVE OLD SAFETY PLACARDS (PER CONTAINER)

C385 = REPLACE DOCUMENT HOLDER

C386 = STRAIGHTEN DOCUMENT HOLDER

C390 = REPLACE TIR CABLE

C400 = VENTILATOR

C401 = REPLACE VENTILATOR

C405 = OTHER

C410 = CSC PLATE

C411 = REPLACE CSC PLATE

STENCILING:

C420 = STENCIL REPORTING MARKS

C421 = PER LETTER OR NUMBER

C422 = PER CONTAINER NUMBER

C423 = REPAIR WELDS (150MM)

C424 = REPAIR WELDS (1,000MM)

C425 = MARKING FOR STORAGE OF RESTRAINT BEAMS

C426 = REPLACE COMPL. MARKINGS FOR CONTAINER MEASUREMENTS

C430 = OTHER EXTERIOR STENCILING

C440 = UNDERCOATING

C441 = SPOT UNDERCOATING WITHOUT PREWORK

C442 = SPOT UNDERCOATING WITH RUST REMOVAL

C450 = PAINTING COMPLETE

C455 = COMPLETE CLEANING, TREATMENT AND REPAINTING OF END OPENER EXTERIOR

C456 = COMPLETE CLEANING, TREATMENT AND REPAINTING OF END OPENER INTERIOR

C457 = COMPLETE CLEANING, TREATMENT AND REPAINTING OF HALF HEIGHT EXTERIOR

C458 = COMPLETE CLEANING, TREATMENT AND REPAINTING OF HALF HEIGHT INTERIOR

C459 = COMPLETE CLEANING, TREATMENT AND REPAINTING OF FLATRACK

C453 = SPOT PAINTING WITHOUT PREWORK

C454 = SPOT PAINTING WITH RUST REMOVAL

C460 = PAINTING TOUCH-UP

LINING AND INTERIOR:

C500 = LINING

C501 = REPLACE ENDWALL PLYWOOD LINER

C502 = PATCH ENDWALL PLYWOOD LINER

SIDE, ROAD

SIDE, CURB

FRONT

DOOR

LINING HARDWARE:

C520 = JOINT STRIP

C530 = RETAINER

C540 = KICKPLATE

C541 = REPLACE KICKPLATE

C542 = PATCH KICKPLATE

C560 = SLOTTED RESTRAINT RAILS

C561 = REPLACE HORIZONTAL RAIL

C562 = INSERT HORIZONTAL RAIL

C563 = STRAIGHTEN HORIZONTAL RAIL

C564 = REPLACE VERTICAL RAIL

C565 = INSERT VERTICAL RAIL (100 MM)

C566 = STRAIGHTEN VERTICAL RAIL

HORIZONTAL ROAD

HORIZONTAL, CURB

VERYICAL, ROAD

VERTICAL, CURB

FLOORING:

C580 = JOINT STRIP

C590 = THRESHOLD PLATE

C591 = REPLACE THRESHOLD PLATE

C592 = REPAIR THRESHOLD PLATE

C600 = STEEL FLOORING

C601 = REPAIR PLANK FLOOR

C610 = WOOD PLANKING

C611 = REPLACE PLANK FLOOR

C612 = REPLACE FLOOR PLANK (EACH)

C613 = RECAULK FLOOR (100 MM)

C614 = RECAULK FLOOR (1,000MM)

C615 = CLEAN CONTAINER FLOOR

C616 = SAND/GRIND PLANK FLOOR

C620 = PLYWOOD

MISCELLANEOUS INTERIOR FITTINGS:

C640 = DOCUMENT HOLDER

C650 = LASHING BAR OR RING

C660 = SHORING BEAM ASSEMBLY

C670 = STAKE POCKET

C680 = SECURE BEAMS

SIDEOPENERS:

C690 = REPLACE DOOR SILL

C691 = STRAIGHTEN DOOR SILL

C692 = REPLACE HEADER

C693 = SPLICE HEADER (300MM)

C694 = STRAIGHTEN HEADER

C695 = STRAIGHTEN CORNER POST TO DOOR HINGE

C696 = REPLACE CORNER POST TO DOOR HINGE

C697 = STRAIGHTEN DOOR TO DOOR HINGE

C698 = REPLACE DOOR TO DOOR HINGE

FLATRACKS:

C701 = REPAIR LOCKING SECURE PIN

C702 = REPLACE LOCKING SECURE PIN

C703 = STRAIGHTEN LOCKING HARDWARE

C704 = REPLACE STACKING CONE CHAIN

C705 = PATCH STACKING CONE BOX

C706 = REPLACE BOLT FOR STACKING CONE CHAIN

C707 = REPLACE TIE DOWN PROVISIONS

C708 = STRAIGHTEN TIE DOEN PROVISIONS

C709 = REPLACE SPRING

C710 = REPLACE SPRING HOLDER

C711 = STRAIGHTEN SPRING HOLDER

C712 = REPAIR EMPTY TRANSP. LOCKING HANDLE

C713 = STRAIGHTEN EMPTY TRANSP. LOCKING HANDLE

TRICONS:

C724 = COMPLETE CLEANING TREATMENT AND REPAINTING

C725 = UNDERCOATING

C726 = REPLACE TOP SIDE RAIL COMPLETE

C727 = REPLACE TOP END RAIL

C728 = REPLACE BOTTOM SIDE RAIL COMPLETE

C729 = REPLACE BOTTOM END RAIL

C730 = REPLACE SIDE PANEL COMPLETE

C731 = REPLACE SIDE PANEL SECTION

C732 = REPLACE HALF SIDE PANEL SECTION

C733 = REPLACE FRONT PANEL

C734 = REPLACE FRONT PANEL SECTION

C735 = REPLACE HALF FRONT PANEL SECTION

C736 = REPLACE ROOF PANEL

C737 = REPLACE ROOF PANEL SECTION

C738 = REPLACE HALF ROOF PANEL

C739 = REPLACE PLANK FLOOR COMPLETE

C740 = REPLACE FLOOR PLANK (EA)

C741 = CLEAN CONTAINER FLOOR

C742 = SAND / GRIND PLANK FLOOR (EA)

C743 = REPLACE DOOR

C744 = REPLACE DOOR SEAL HORIZONTAL

C745 = REPLACE FRAME OF DOOR HORIZONTAL

C746 = REPLACE DOOR SILL

C747 = REPLACE HEADER

C748 = REPLACE RAIN GUTTER

C749 = REPLACE FORKLIFT TUNNEL 500MM

QUADCONS:

C765 = COMPLETE CLEANING TREATMENT AND REPAINTING

C766 = UNDERCOATING

C767 = REPLACE TOP SIDE RAIL COMPLETE

C768 = REPLACE TOP END RAIL

C769 = REPLACE BOTTOM SIDE RAIL COMPLETE

C770 = REPLACE BOTTOM END RAIL

C771 = REPLACE SIDE PANEL COMPLETE

C772 = REPLACE SIDE PANEL SECTION

C773 = REPLACE HALF SIDE PANEL SECTION

C774 = REPLACE FRONT PANEL

C775 = REPLACE FRONT PANEL SECTION

C776 = REPLACE HALF FRONT PANEL SECTION

C777 = REPLACE ROOF PANEL

C778 = REPLACE ROOF PANEL SECTION

C779 = REPLACE HALF ROOF PANEL

C780 = REPLACE PLANK FLOOR COMPLETE

C781 = REPLACE FLOOR PLANK (EA)

C782 = CLEAN CONTAINER FLOOR

C783 = SAND / GRIND PLANK FLOOR (EA)

C784 = REPLACE DOOR

C785 = REPLACE DOOR SEAL HORIZONTAL

C786 = REPLACE FRAME OF DOOR HORIZONTAL

C787 = REPLACE DOOR SILL

C788 = REPLACE HEADER

C789 = REPLACE RAIN GUTTER

C790 = REPLACE FORKLIFT TUNNEL 500MM

MISCELLANEOUS

C800 = LABOR NOT OTYERWISE SPECIFIED BY JOB CODE

C805 = (UN)LOAD FROM/TO LANDTRANSPORT AT CONTRACTOR'S FACILITY

C806 = LIFT ON/OFF TO/FROM CONTAINER STANDS AT CONTRACTOR'S FACILITY

C807 = STORAGE FEES

C808 = INITIAL PREPARATION FOR REPAIR WORK

C809 = PULLING/STUFFING OF LRP INTO CONTAINER

C810 = REMOVAL OF CSC PLATE

C811 = REMOVAL OF VAN OWNER’S PREFIXES AND ISO SERIAL NUMBERS

C812 = PREPAIRE AND PROCESS TO OPEN CUSTOMS DOCUMENTATIONS

C813 = PREPAIRE AND PROCESS TO EXTEND OPENED CUSTOMS DOCUMENTATIONS

C814 = PREPAIRE AND PROCESS TO CLOSE OUT CUSTOMS DOCUMENTATIONS

C900 = MATERIAL NOT OTHERWISE SPECIFIED BY JOB CODE

C905 = TRANSPORTATION OF CONTAINERS TO/FROM PORT TO/FROM CONTRACTORS SITE

C906 = TRANSPORTATION OF CONTAINERS TO/FROM RAILROAD SIDING TO/FROM

CONTRACTOR’S SITE

WHY MADE CODES:

01 = WORN OUT

02 = BROKEN

03 = MISSING

04 = DEFECTIVE

05 = BENT

06 = BENT BEYOND REPAIRS

07 = OBSOLETE MATERIAL

08 = IMPROPER REPAIR

09 = ACCOUNT OF REPAIR

10 = DAMAGED IN REMOVAL

11 = REMOVED IN GOOD CONDITION, ACCOUNT OF ASSOCIATED REPAIR

12 = INOPERATIVE

14 = BULGED OUT

15 = LEAKING

16 = OUT OF ALIGNMENT OR IMPROPER HEIGHT

17 = OUT OF BRACKET OR GUIDE

18 = LOOSE SIDE, ROAD SIDE, CURB

19 = ADJUST CLEARANCE

21 = OVERDATE

22 = MARKINGS OMITTED, OBLITERATED, ILLEGIBLE, INCORRECT, OR FAILURE

TO SCRAPE OFF AND PAINT OVER PREVIOUS MARKINGS

23 = GOVERNMENT REGULATORY REQUIREMENT

24 = ATTENTION REQUIRED

25 = OWNER'S REQUEST

26 = DECAYED OR CORRODED

28 = VANDALISM

29 = OPEN

30 = CONTAMINATION DAMAGE

31 = FIRE OR HEAT DAMAGE

32 = WATER DAMAGE

33 = DENT

34 = TORN

35 = HOLE

36 = RUST HOLE

37 = LIGHT LEAK

38 = FADED

39 = PEELING

40 = WARPED

QUALIFIER CODES

FRAMING AND EXTERIOR PARTS LINING AND INTERIOR PARTS

XA = CORNER POST IL =LINING PLYWOOD

XB = UPPER CORNER FITTING IJ = LINING JOINT STRIP

XC = LOWER CORNER FITTING IR = RETAINER

XD = TOP SIDE RAIL IK = KICKPLATE

XE = BOTTOM SIDE RAIL IB = SLOTTED RESTRAINT RAILS

XF = TOP END RAIL ID = DOCUMENT HOLDER

XG = BOTTOM END RAIL IO = LASHING BAR OR RING

XH = SIDE WALL PANELS IS = SHORING BEAM ASSEMBLY

XI = END WALL PANELS IP = STAKE POCKET

XJ = BOTTOM CROSSMEMBERS

XK = FORKLIFT POCKETS FLOORING

XL = FORKLIFT POCKET STRAPS FJ = JOINT STRIP

XM = ROOF, STEEL FT = THRESHOLD PLATE

XN = ROOF, TARPAULIN FS – STEEL FLOORING

XO = ROOF, BOWS FW = WOOD PLANKING

XP = ROOF REINFORCEMENT PLATE FP = PLYWOOD

XQ = PLACARD HOLDER

XR = DOCUMENT HOLDER

XS = TIR CABLE

XT = VENTILATOR

UNDEFINED PARTS

UX = UNDEFINED EXTERIOR PARTS

UI = UNDEFINED INTERIOR PARTS

UD = UNDEFINED DOOR PARTS

UR = UNDEFINED ROOF PARTS

UF = UNDEFINED FLOOR PARTS

DOOR PARTS

DA = DOOR HEADER

DB = DOOR SILL

DC = END DOOR

DD = SIDE DOOR

DE = DOOR GASKET

DF = DOOR HINGE

DG = DOOR LOCKING BAR

DH = DOOR LOCKING BAR BRACKETS

DI = DOOR CAM

DJ = DOOR CAM RETAINER

DK = DOOR LOCKING HANDLE

DL = DOOR LOCKING HANDLE RETAINER

DM = DOOR CUSTOMS CATCH

DN = DOOR HOLD - BACKS

DO = DOOR RAIN GUTTER

EXHIBIT III

1. ISO Number Composition: The ISO number consists of 11 characters; a three-letter ownership code registered at the Bureau of International des Containers (BIC), an equipment category identifier, followed by a six-digit serial number, and a check digit. ISO numbers are generated using a specific calculation according to ISO standard 6346:1995(E). The check digit is a mathematical algorithm based on the four-letters and six-digit serial number.

2. Army ISO Numbers: Army ISO numbers are registered in the DOD ISO registry by Owner DODAAC, Location DODAAC, Asset Type and Contract or Purchase Order number. The Army Intermodal and Distribution Platform Management Office (AIDPMO) is responsible for assigning and issuing Department of Defense (DOD) ISO numbers.

3. Identifying ISO number:

A. Report the complete (11 characters) commercial ISO container number to AIDPMO in electronic format, preferably Excel spreadsheet.

EXAMPLE:

B. AIDPMO will confirm container ownership and provide an Assignment sheet for containers requiring re-stenciling. Assignment sheet will show a cross reference of the commercial to new Army ISO number.

C. Once the container(s) is/are re-stenciled, return the Assignment Sheet back to AIDPMO with the manufacturer serial number and responsible DODAAC filled-in.

D. Any corrections to the Assignment sheet must be coordinated through AIDPMO.

5. Commercial Markings: The existing commercial ISO number must be obliterated on all sides of the container.

This includes all other commercial symbols, names or markings that would be an indication of commercial ownership.

6. Size and Color of Marks: The letters and numerals of the ISO number shall be not less than 100 mm (4 in) high.

The letters and numerals for MAX GROSS and TARE shall be not less than 50 mm (2in) high. All characters shall be of proportionate width and thickness, they shall be durable and in a color contrasting with that of the container.

Maximum gross and tare weight figures will be displayed in both kilograms and pounds, consisting of five and four characters respectively.

7. Layout and location: The Army ISO number assigned by AIDPMO must be stenciled on all six sides of the container: upper-right section of all four-container sides and each end of the roof with the bottom of each character toward the associated end. In addition, stenciled at least one time on the inside wall of the container. The number will be horizontal, if possible. If construction of the container does not permit easy application of horizontal numbers on the sides, the number may be placed vertically.

Assignment Sheet issued from AIDPMO:

After re-stenciling, return Assignment Sheet with Manufacturer Serial Numbers and Responsible DODAAC fill-in to AIDPMO: