A04_-_SOW_Hickman_Water_Catchment_and_Fence.pdf

SFO - 2026 Hickman Wildlife Water and Fence

Socorro County, New Mexico

Specifications

Part 1

General Information

1. GENERAL: This is a non-personnel services contract to provide repair and alteration of existing infrastructure. The Government shall not exercise any supervision or control over the contract service providers performing the services herein. Such contract service providers shall be accountable solely to the Contractor who, in turn is responsible to the Government.

1.1 Description of Services/Introduction: The contractor shall provide all personnel, equipment, supplies, facilities, transportation, tools, materials, supervision, and other items and non-personal services necessary to perform the specified tasks as defined in this Statement of Work except for those items specified as government furnished property and services. The contractor shall meet the standards in the specifications.

1.2 Background: The Bureau of Land Management-Socorro Field Office (BLM-SFO) is implementing a wildlife water development project. Water resource management projects, including catchments, are critical for sustaining wildlife, especially in a state with limited rainfall and high evaporation rates. They provide drinking water, nesting sites, and corridors for migratory and resident species.

1.3 Objectives: Project includes tear down and removal of existing infrastructure (fence and catchment), hauling away all material except the t-post removed from the old fence which BLM will keep and haul and setting of two BOSS Tanks, building a 1,000 sq-ft metal catchment, construction of a support frame on outer side of tanks (if tanks cannot be buried), and a 1,000 linear foot/1.5-acre pipe and cable fence. If tanks cannot be set at ground level, an access ramp will be constructed and/or installed. Catchment will be constructed of pipes and purlins, with a propanel top.

The water catchment is composed of two 20’ X 25’ structures which slope inward and drain into a 6” galvanized gutter 1,000 square-foot metal catchment. The fence shall be constructed of a pipe top rail and cable.

1.4 Scope: The contractor shall assess, plan, and execute all demolition, repair, and alterations necessary to meet the specification in Part 5 of this document. This includes all materials, equipment, personnel, permitting, and administration.

1.5 Period of Performance: September 21, 2026 - November 20, 2026 or 60 days from award if before or after September 21, 2026.

1.6 General Information

1.6.1 Quality Control: The contractor shall develop and maintain an effective quality control program to ensure services are performed in accordance with this PWS. The contractor shall develop and implement procedures to identify, prevent, and ensure non-recurrence of defective services. The contractor’s quality control program is how he assures himself that his work complies with the requirement of the contract.

The contractor shall provide its quality control plan within 15 calendar days of award and before notice to proceed. After acceptance of the quality control plan the contractor shall receive the contracting officer’s acceptance in writing of any proposed change to his QC system.

1.6.2 Quality Assurance: RESERVED

1.6.3 Recognized Holidays: There is no government requirement for the performance of work on federal holidays. Below is a list of holidays currently recognized by the Department of Labor.

New Year’s Day Labor Day

Martin Luther King Jr.’s Birthday Columbus Day

President’s Day Veteran’s Day

Memorial Day Thanksgiving Day

Independence Day Christmas Day

Juneteenth National Independence Day

1.6.4 Hours of Operation: The Contractor must at all times maintain an adequate workforce for the uninterrupted performance of all tasks defined within this SOW when the Government facility is not closed. When hiring personnel, the Contractor should keep in mind that the stability and continuity of the workforce are essential. Government Property is located in Socorro, NM at Middle Rio Grande

Conservancy District Yard. Access and loading arrangements must be made with BLM to pick up supplies

Monday through Friday during business hours.

1.6.5 Place of Performance: The work to be performed under this contract will be performed within

Socorro County, New Mexico. Catchment location will be marked. The Wildlife Water is located on BLM administered lands within mountainous terrain on the south end of the Magdalena Mountains. If site is not marked, a BLM representative will also be available on site upon request to provide instructions on project location and boundaries, modify specific tasks as needed, or answer any questions. All vehicles shall remain on existing roads, except for the temporary access route to project site (see Map). Access will be crush and drive overland travel. No blading or maintaining of temporary access road will be allowed. No vehicle access will be allowed off existing travel routes.

*At the discretion of the contractor, a helicopter may be utilized to fly project materials and tools to project site to avoid creation of a road and rehabilitation of the temporary access road.*

1.6.6 Type of Contract: The government will award a firm-fixed-price purchase order.

1.6.7 Security Requirements: RESERVED

1.6.7.1 PHYSICAL Security: The contractor shall be responsible for safeguarding all government equipment, information and property provided for contractor use.

1.6.8 Special Qualifications: RESERVED

1.6.9 Post Award Conference/Periodic Progress Meetings: The Contractor agrees to attend any post award conference convened by the contracting activity or contract administration office in accordance with

Federal Acquisition Regulation Subpart 42.5. The contracting officer, Contracting Officers Representative

(COR), and other Government personnel, as appropriate, may meet periodically with the contractor to review the contractor's performance. At these meetings the contracting officer will appraise the contractor of how the government views the contractor's performance and the contractor will appraise the Government of problems, if any, being experienced. Appropriate action should be taken to resolve outstanding issues.

These meetings shall be at no additional cost to the government.

1.6.10 Contracting Officer Representative (COR): The (COR) will be identified by separate letter. The

COR monitors all technical aspects of the contract and assists in contract administration The COR is authorized to perform the following functions: assure that the Contractor performs the technical requirements of the contract: perform inspections necessary in connection with contract performance:

maintain written and oral communications with the Contractor concerning technical aspects of the contract:

issue written interpretations of technical requirements, including Government drawings, designs, specifications: monitor Contractor's performance and notifies both the Contracting Officer and Contractor of any deficiencies; coordinate availability of government furnished property, and provide site entry of

Contractor personnel. A letter of designation issued to the COR, a copy of which is sent to the Contractor, states the responsibilities and limitations of the COR, especially with regard to changes in cost or price, estimates or changes in delivery dates. The COR is not authorized to change any of the terms and conditions of the resulting order.

1.6.11 Key Personnel: The contractor shall provide a contract manager who shall be responsible for the performance of the work. The name of this person and an alternate who shall act for the contractor when the manager is absent shall be designated in writing to the contracting officer. The contract manager or alternate shall have full authority to act for the contractor on all contract matters relating to daily operation of this contract. The contract manager or alternate shall be available between 8:00 a.m. to 4:30p.m., Monday through Friday except for Federal holidays or when the government facility is closed for administrative reasons.

1.6.12 Identification of Contractor Employees: All contract personnel attending meetings, answering

Government telephones, and working in other situations where their contractor status is not obvious to third parties are required to identify themselves as such to avoid creating an impression in the minds of members of the public that they are Government officials. They must also ensure that all documents or reports produced by contractors are suitably marked as contractor products or that contractor participation is appropriately disclosed.

1.6.13 Contractor Travel: RESERVED

1.6.14 Other Direct Costs: RESERVED

1.6.15 Data Rights: The Government has unlimited rights to all documents/material produced under this contract. All documents and materials, to include the source codes of any software, produced under this contract shall be Government owned and are the property of the Government with all rights and privileges of ownership/copyright belonging exclusively to the Government. These documents and materials may not be used or sold by the contractor without written permission from the Contracting Officer. All materials supplied to the Government shall be the sole property of the Government and may not be used for any other purpose. This right does not abrogate any other Government rights.

1.6.16 Organizational Conflict of Interest: Contractor and subcontractor personnel performing work under this contract may receive, have access to or participate in the development of proprietary or source selection information (e.g., cost or pricing information, budget information or analyses, specifications or work statements, etc.) or perform evaluation services which may create a current or subsequent

Organizational Conflict of Interests (OCI) as defined in FAR Subpart 9.5. The Contractor shall notify the

Contracting Officer immediately whenever it becomes aware that such access or participation may result in any actual or potential OCI and shall promptly submit a plan to the Contracting Officer to avoid or mitigate any such OCI. The Contractor’s mitigation plan will be determined to be acceptable solely at the discretion of the Contracting Officer and in the event the Contracting Officer unilaterally determines that any such

OCI cannot be satisfactorily avoided or mitigated, the Contracting Officer may effect other remedies as he or she deems necessary, including prohibiting the Contractor from participation in subsequent contracted requirements which may be affected by the OCI.

PART 2

DEFINITIONS & ACRONYMS

2. DEFINITIONS AND ACRONYMS:

2.1. DEFINITIONS:

2.1.1. CONTRACTOR. A supplier or vendor awarded a contract to provide specific supplies or service to the government. The term used in this contract refers to the prime.

2.1.2. CONTRACTING OFFICER. A person with authority to enter into, administer, or terminate contracts, and make related determinations and findings on behalf of the government. Note: The only individual who can legally bind the government.

2.1.3. CONTRACTING OFFICER'S REPRESENTATIVE (COR). An employee of the U.S. Government appointed by the contracting officer to administer the contract. Such appointment shall be in writing and shall state the scope of authority and limitations. This individual has authority to provide technical direction to the Contractor as long as that direction is within the scope of the contract, does not constitute a change, and has no funding implications. This individual does NOT have authority to change the terms and conditions of the contract.

2.1.4. DEFECTIVE SERVICE. A service output that does not meet the standard of performance associated with the Performance Work Statement.

2.1.5. DELIVERABLE. Anything that can be physically delivered but may include non-manufactured things such as meeting minutes or reports.

2.1.6. KEY PERSONNEL. Contractor personnel that are evaluated in a source selection process and that may be required to be used in the performance of a contract by the Key Personnel listed in the PWS. When key personnel are used as an evaluation factor in best value procurement, an offer can be rejected if it does not have a firm commitment from the persons that are listed in the proposal.

2.1.7. PHYSICAL SECURITY. Actions that prevent the loss or damage of Government property.

2.1.8. QUALITY ASSURANCE. The government procedures to verify that services being performed by the Contractor are performed according to acceptable standards.

2.1.9. QUALITY ASSURANCE Surveillance Plan (QASP). An organized written document specifying the surveillance methodology to be used for surveillance of contractor performance.

2.1.10. QUALITY CONTROL. All necessary measures taken by the Contractor to assure that the quality of an end product or service shall meet contract requirements.

2.1.11. SUBCONTRACTOR. One that enters into a contract with a prime contractor. The Government does not have privity of contract with the subcontractor.

2.1.12. WORK DAY. The number of hours per day the Contractor provides services in accordance with the contract.

2.1.12. WORK WEEK. Monday through Friday, unless specified otherwise.

2.2. ACRONYMS:

ACOR Alternate Contracting Officer's Representative

BLM Bureau of Land Management

CFR Code of Federal Regulations

CO Contracting Officer

CONUS Continental United States (excludes Alaska and Hawaii)

COR Contracting Officer Representative

COTR Contracting Officer's Technical Representative

COTS Commercial-Off-the-Shelf

DIAR Department of the Interior Acquisition Regulation

DOI Department of the Interior

FAR Federal Acquisition Regulation

HIPAA Health Insurance Portability and Accountability Act of 1996

OCI Organizational Conflict of Interest

OCONUS Outside Continental United States (includes Alaska and Hawaii)

ODC Other Direct Costs

PIPO Phase In/Phase Out

POC Point of Contact

PRS Performance Requirements Summary

PWS Performance Work Statement

QA Quality Assurance

QAP Quality Assurance Program

QASP Quality Assurance Surveillance Plan

QC Quality Control

QCP Quality Control Program

TE Technical Exhibit

PART 3

GOVERNMENT FURNISHED PROPERTY, EQUIPMENT, AND SERVICES

3. GOVERNMENT FURNISHED ITEMS AND SERVICES: RESERVED

PART 4

CONTRACTOR FURNISHED ITEMS AND SERVICES

4. CONTRACTOR FURNISHED ITEMS AND RESPONSIBILITIES:

4.1 General: The Contractor shall furnish all supplies, equipment, facilities and services required to perform work under this contract that are not listed under Section 3 of this SOW.

PART 5

SPECIFIC TASKS

5. Specific Tasks:

5.1. Basic Services. The contractor shall provide services for the demolition, repair, and alteration of the government site pursuant to the specified tasks herein.

5.2. Water Catchment.

5.2.1. Vertical pipe supports will be buried 36” and filled with concrete with a minimum of 3” concrete cover between ground and pipe. All augured holes will be 12-inch diameter and set in cement at a depth of

3’ below ground. A 2 3/8” or larger pipe shall be used for upright. Support hole shall be a minimum of

36” in depth.

5.2.2. The structure is composed of two separate frames. The outer members of each frame shall be constructed of 4 each 6” receiver channel purlins. All receiver channel purlin-to-pipe and purlin-to-purlin vertical and lateral connections must have a gusset installed.

5.2.3. Welds shall be continuous along all mating surfaces, no tack welds.

5.2.4. Where C-purlins tie into receiver channel purlins along outer edges of frame will have continuous welds.

5.2.5. Straps connecting purlins to pipe support frame are 2 ½” x ¼”.

5.2.6. Pipe to pipe gussets are to be a minimum 6” x ¼”.

5.2.7. Vertical-pipe-to-purlin gussets are to be minimum 6” x ¼”. Lateral-pipe-to purlin gussets are to be minimum 6” x ¼”. All gussets welded to pipe shall be coped or saddle-cut for proper weld connection.

Butt welds and/or tacks will not be allowed.

5.2.8. Pipe-to-pipe connections: vertical pipe shall be coped or saddle-cut for proper welded connection.

Butt welds and/or tack welds will not be allowed.

5.2.9. Gap between frames should be no less than 6 ½” to accommodate 6” gutter (to storage).

5.2.10. Frame is level front-to-back. Gutter is sloped vs sloping frame. Slope gutter 3” toward storage.

5.2.11. A trash screen shall be installed in between propanel and gutter.

5.2.12. Catchment corner braces shall be installed at 45 de45-degreee and welded to 1” rebar anchors at base at a minimum depth of 18” or drilled into bedrock. Braces shall be of the same material as catchment uprights to ensure proper weld connection. All pipe-to-pipe connections shall be coped or saddle-cut for proper weld connection. Butt welds and/or tacks will not be allowed. Braces shall be installed on both sides of each pipe corner for a total of 8 braces.

5.2.13. If an existing catchment, storage tank, or drinker is required to be removed prior to installing new water development (catchment, pipeline, float box and drinker), contractor is responsible for tear down and removal from project site, unless otherwise specified in writing by the Contracting Officer.

5.2.14. If project supplies and materials are damaged during loading, unloading, install, fly in, construction, contractor is responsible to replace damaged supplies/materials with the same materials provided or purchased.

5.3. Storage Tank Installation

5.3.1. Preferred Course of Action.

5.3.1.1. Storage Tank(s) shall be buried 2” above ground level or set @ ground surface and anchored with side braces if bedrock is present.

5.3.1.2. Tanks shall be set level. If tanks cannot be set at ground level, an access ramp will be constructed and/or installed

5.3.1.3. Tanks pad shall be level and bottom of the pad bedded with rock free material and free of sharp rocks that could puncture tank.

5.3.1.4. Tanks pad should be raked and all rocks removed that may scratch and puncture tank.

5.3.1.5. Tank shall be backfilled slowly to prevent tank from caving in. Backfilling should be performed by hand to prevent caving in or sides of tank. If tank sides cave in, backfill material shall be removed by hand to allow tank sides to pop back out.

5.3.2. Alternate Course of Action

5.3.2.1. If tanks cannot be buried, a frame or support shall be constructed utilizing angle iron and pipe on outer side or edge of storage tanks to support weight of water in storage tank. Storage tank frame will be constructed of 2-3/8” drill stem uprights and a 3” x ¼” angle iron perimeter frame. There will be two rails around each tank. Uprights will be set as previously discussed for fence posts. Contractor and BLM representative shall jointly develop the design of support/brace.

5.3.3. Tanks shall be set side by side.

5.3.4. The contractor is responsible for loading, unloading, installing, setting, and backfilling. The contractor is responsible for the integrity of the tank and replaces it with the same make and model if damaged beyond the contractor’s ability to repair.

5.4. Plumbing.

5.4.1. Schedule 80 PVC Plumbing shall be installed from gutter outlet to storage tanks. Plumbing shall be glued. All glued fittings shall have 3” black 10 mil tape applied after being glued.

5.4.2. A schedule 80 PVC connection from storage tank to storage tank shall be installed level so the drainage flows equally between both tanks and storage fill equally at the same level.

5.4.3. A gutter plumbing support shall be installed under elbow coming off gutter. Gutter support shall be constructed of metal with a 3.5” half pipe to form support cradle. Support shall be buried and set 2’in concrete. Plumber’s strap/tape shall be screwed to upright and around 3” drainage pipe.

5.4.4. Plumbing shall be painted brown.

5.5. Access Road Rehabilitation.

5.5.1. If a road is created the temporary access road must be repaired and rehabilitated to pre-project conditions.

5.5.1.1. Soil shall be turned to expose large rocks and to create divots or holes.

5.5.1.2. Large rocks or woody material located with reach of heavy equipment shall be placed on road.

5.5.2. Upon approval from the Contracting Officer and if a road is not created, any temporary access road can be raked out to hide tracks and heavy equipment work.

5.6. Fencing

5.6.1. Transport all project materials and supplies to project site.

5.6.2. Supports:

5.6.2.1. Supports can either be augured and set in cement or pounded and/or drilled.

5.6.2.2. If augured, holes will be 12-inch diameter and set in cement at a depth of 2 feet below ground with the exception of gate hinge post and corner posts which shall be buried 3 feet below ground level.

5.6.2.2.1. Bury and set in cement all top rail supports/uprights (posts) at a depth of 2 feet below ground, except for gate hinge post and corner posts which shall be buried 3 feet below ground level.

5.6.2.3. If pounded, all posts shall be pounded a minimum of 3 feet below ground.

5.6.2.4. If drilled, all posts hole hall be drilled a minimum of 3 feet into the ground and drilled the diameter of the upright sued to unsure a tight fit.

5.6.2.5. All supports shall fit tight in the drilled and/or pounded hole to ensure that the post does not pull out of the ground.

5.6.2.6. All supports shall be set at 38-40 inches above natural grade contour of ground. Spacing between supports (posts) will be 10 feet. If support span or spacing exceeds, 10 feet, a “false” post or stay of the same support material will need to be installed to maintain the cable spacing.

5.6.2.7. Top rail: top rail shall be welded to rail supports at a height of 40 inches above ground. Top rail shall be one continuous piece and shall not contain any step downs or irregularities.

5.6.3. Cable Installation:

5.6.3.1. Cable Clips: Clips shall be welded at a height of 16 inches, 26 inches and 38-40 inches above natural grade contour of ground to accommodate cable. Clips shall be welded on the outside of post. Clips shall be 3/8” x 4”.

5.6.3.2. Cable shall be strung through clips welded on uprights at heights of 16 inches (bottom strand) and

26 inches (second strand) above ground level, and 38-40” above ground level.

5.6.3.3. Cables shall be stretched taunt with a single stand (no splices) from corner post to corner prior to adjusting the turnbuckle. At least half of the turnbuckle adjustment shall be maintained after cable is pulled taunt to allow for adjustment. Turnbuckle shall not be maxed out and used to fully tighten cable.

5.6.3.4. Cables shall be installed on the outside of the enclosure.

5.6.3.5. Cable shall be in complete runs from corner post to corner post. Two pieces of cable shall not be spliced together to form one length between corners nor shall one strand of cable be used to around the entire enclosure.

5.6.3.6. Cable diameter shall be a minimum of 3/8” diameter. If used cable is utilized, cable shall be free of obvious rust or other damage which would cause the cable to become weak and brittle.

5.6.3.7. Spacing specifications (16”, 26”, and 38-40”) shall be consistent at all points along fence, such as in between posts, and not just at uprights or posts. Keep in mind that additional posts or uprights may need to be installed for the fence to be following contract fence spacing specification’s, particularly within drainage crossings and uneven slopes, so plan accordingly. This may mean that more posts/uprights may need to be installed within that 10-foot spacing between uprights.

5.6.3. Gate:

5.6.3.1. A 10-foot gate shall be constructed and/or installed at the designated site along enclosure.

5.6.3.2. A locking mechanism/hasp shall be installed to accommodate a lock (see diagram). Hasp shall be constructed of ¼ inch thick x 4 inches wide strap metal and a minimum of 3/8 inch diameter chain link (see diagram).

5.6.3.3. Gate shall follow same spacing and contour as fence rail and cables and be constructed of the pipe material.

5.6.4. Springs:

5.6.4.1. Springs shall be installed at each corner for a minimum of one per side. Springs shall be 12 inches in length (see diagram). Sample springs will be available at project site visit. Springs shall be installed opposing the turnbuckles at each corner.

5.6.5. Turn Buckles.

5.6.5.1. Turn buckles shall be installed at each corner for a minimum of one per side or run. Turn buckles shall be a minimum 20 inches in length and designed to be utilized with 5/8 or ½” cable.

5.6.5.2. Turnbuckles shall be the closed eye type only.

5.6.5.3. Sample turnbuckles will be available at project site visit.

5.6.5.4. Turnbuckles shall be installed opposing the springs at each corner. Maintain at least half of the turnbuckle adjustment to allow for future tightening of cable.

5.6.6. Cable Clamps: A minimum of two clamps per terminal end need to be installed. All clamp nuts shall be welded upon installation.

5.7. Water Gap: Water gap shall be constructed of pipes according to provided specifications.

5.8. H-braces should be installed at all fences corners or cable connection points. H-braces shall be constructed with a double brace at each location braces are constructed. This shall include three uprights with a brace welded in between each upright. All pipe-to-pipe connections shall be coped or saddled and a

360 weld shall be completed on all mated surfaces.

5.9. All opened-ended pipes are capped with appropriately sized flat pipe caps.

5.10. All slag and sharp edges shall be ground smooth, especially on gates and lock boxes.

5.11. Braces or pull points (dead mans) may need to be installed depending on topography. They will need to be installed on arroyo crossings, hills, and saddles.

5.11.1. Braces would consist of three or more uprights buried in cement or other install method at the specified spacing with a pipe cross member welded on top or in the center to form a brace.

5.11.2. Braces are required to keep uprights from being pulled out of the ground when cable is stretched and constructed according to provided specifications.

5.12. Environmental Protection and Reclamation.

5.12.1. All excess project materials (pipe, rebar, angle iron, etc) which is longer than 10 feet in length shall be flown out and returned back the BLM storage yard.

5.12.2. All live shrubs and trees shall not be removed unless approved by BLM representative.

5.12.3. No blading, shoveling, digging, scarping or other surface disturbance shall occur to create additional project access, to level off project site, or to get fence spacing in compliance with project specifications, within and around the project site.

5.12.4. No additional project vehicular access shall be created or utilized other than the one identified by the COR.

5.12.5. Project area shall be reclaimed to pre-project conditions. Disturbed areas shall be raked and where possible debris is placed across tracks and disturbed areas.

5.12.6. All trash and project debris shall be picked up and removed from project site.

PART 6

APPLICABLE PUBLICATIONS

6. APPLICABLE PUBLICATIONS (CURRENT EDITIONS)

6.1. The Contractor must abide by all applicable regulations, publications, manuals, and local policies and procedures..)

BLM Handbook 1741-2, Water Developments

New Mexico Water Code (Chapter 72, NMSA 1978)

New Mexico State Wildlife Action Plan

PART 7

ATTACHMENT/TECHNICAL EXHIBIT LISTING

7. Attachment/Technical Exhibit List:

7.1. Attachment 1/Technical Exhibit 1 – Performance Requirements Summary

7.2. Attachment 2/Technical Exhibit 2 – Deliverables Schedule

TECHNICAL EXHIBIT 1

Performance Requirements Summary

The contractor service requirements are summarized into performance objectives that relate directly to mission essential items. The performance threshold briefly describes the minimum acceptable levels of service required for each requirement. These thresholds are critical to mission success.

Performance Objective

(The Service required—usually a shall statement)

Standard Performance Threshold

(This is the maximum error rate. It could possibly be

“Zero deviation from standard”)

Method of

Surveillance

PRS # 1.

5.2. Water Catchment

The contractor provided for a water catchment system conforming to the measurements and placement provided in the specified tasks

Zero Deviation Direct

Observation

PRS # 2

5.3. Storage Tank

The contractor relocated and installed the storage tank in accordance with an approved methodology, absent of damage or defect to the tank

Zero Deviation Direct

Observation

PRS # 3

5.4. Plumbing

The contractor installed required plumbing system using the correct methodology and materials providing for leak-free movement of water between the catchment and storage tanks.

Zero Deviation Direct

Observation

PRS # 4

5.5. Access Road

The contractor uses only the approved land route and conducts transportation of equipment and materials in accordance with COR guidance.

Zero Deviation Random

Inspection

PRS # 5

5.6 Fencing

The contractor installs fencing in accordance with the government’s specification.

Zero Deviation Direct

Observation

PRS # 6

5.12 Environmental Protection and

Reclamation

The contractor performs environmental preventative measures and any necessary restoration to restore the habitat to its pre-work condition.

Zero Deviation Direct

Observation

TECHNICAL EXHIBIT 2

DELIVERABLES SCHEDULE

Deliverable Frequency # of Copies Medium/Format Submit To

1.6.1. Quality

Control Plan

1 1 Pdf COR/CO