##### 



INTRODUCTION
  
    
    To drill as many wells as possible, of a quality that suits the needs of Pan
American, under the required safety, health and environment protection conditions and at
a cost convenient for both parties against different market conditions.
  
    
    To plan, jointly and in the long term, the best and most rational use of the equipment
available;
 
    
    To promote the integration and development of both companies personnel in order to achieve
the most efficient performance of such personnel;
 
    
    To permanently optimize the levels of operational excellency; and
 
    
    To harmonize both companies Security, Health, Environment and Management systems by
defining common processes in order to rationalize such systems and make them more efficient for the
achievement of the proposed goals.




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EXHIBIT A
 MODEL AGREEMENT
  Pan American Energy LLC Sucursal Argentina    By hand
 Re:
    
    Strategic Agreement for the rendering of Drilling, Completion and Workover Services of oil
and gas wells
           1. PARTIES
 th




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2. PURPOSE
  3. RENDERING OF THE SERVICES
      4. AMOUNT OF EQUIPMENT
    5. TERM
   6. PRICE
  7. CERTIFICATION
 work
tickets




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8. WAY OF PAYMENT
 8.1
    
    Thirty (30) days following the electronic entry into the e-commerce system LABS of an
invoice duly documented as provided by Section 7 above; within 24 hours DLS shall, at its
own option, deliver a hard copy of the invoice to Buenos Aires or to the Gulf of San Jorge
Management Unit.8.2
    
    At PAEs request, DLS shall provide PAE with all the documentation required by the
Bidding Terms prior to the payment of invoices. In case PAE objected an invoice, PAE shall
pay the non-objected portion of the same and shall notify DLS about the objected items.
The objection shall only be acceptable if made on the basis of calculation errors or
errors in the preparation of the invoice.8.3
    
    A payment made by PAE shall in no way imply acceptance of the amendment to the
invoice and shall not mean a waiver to any right or recourse PAE may be entitled to under
this Agreement according to the law.
 9. DLS TAX IDENTIFICATION NUMBER
  10. NECESSARY DOCUMENTS
  (a)
    
    Copy of their ID.(b)
    
    Work permits issued by the National Immigration Office in the case of foreign
employees. DLS hereby represents that it is aware of the provisions of Section 71 of Act
17.319 and committed to complying with them.(c)
    
    Updated certificates of social security contributions.(d)
    
    Registration of the personnel with a Labor Risk Insurance Company.(e)
    
    Medical center specialized in labor medicine assisting all personnel appointed to
fulfill the Agreement.(f)
    
    Receipts for working clothes and personal safety items signed by all personnel
appointed to fulfill the Agreement.(g)
    
    List of vehicles and/or road equipment and insurances, as required by the Bidding
Terms, corresponding to the company that will transport DLS personnel and to DLS fleet of
vehicles.(h)
    
    Drivers license of DLS personnel and of the personnel of the company that will
transport DLS personnel.




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##### 



11. INSURANCES
  a)
    
    The General Civil LiabilityInsurance shall be executed for an amount of
US$1,000,000.00 per claim and shall include, in addition to the ordinary provisions
contained in this type of policySpecific reference to the fact that the policy covers damages eventually caused to
landowners who are not a party to the Agreement during the fulfillment of the same.Extension of the coverage to whatever amounts DLS had to pay as a result of damages to
elements or goods that were in its possession under any legal title, or under its
supervision, even if such elements or goods were used by DLS in carrying out its duties but
they were the property of PAE.Inclusion of PAE as a third party covered by the insurance policy.Neither DLS nor the insurance company shall be entitled to exercise any compensation or
reimbursement rights against PAE for any damages or losses to DLS or PAEs goods which had
been used in order to fulfill this Agreement.
 12. ASSIGNMENT OF THE AGREEMENT
  package deal
 13. FORCE MAJEURE
  14. RESPONSIBILITIES
 14.1
    
    Responsibility for complying with the Laws of the Republic of Argentina.DLS shall
perform all the works specified in the Agreement complying with all the laws and
regulations of the Republic of Argentina, any applicable geopolitical subdivision thereof,
including but not limited to the observance of the provisions related to the way the
operations should be conducted and to the employers obligations regarding safety,
salaries, social security contributions and insurances in connection with its own or its
subcontractors personnel. DLS further undertakes to maintain and immediately communicate
PAE about, and to hold PAE harmless against any claim, penalty, lawsuit or action of any
nature based on laws, regulations or bargaining agreements that may be applicable as a
result of the operations performed under the Agreement.




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##### 



14.2
    
    Responsibility for taxes.Each PARTY shall be responsible for paying all national,
provincial and municipal charges, taxes and fees applicable as a result of their
activities.
 15. APPENDIXES THAT FORM PART OF THE AGREEMENT
   16. HEADINGS  INDIVISIBLE AGREEMENT
   17. INDEMNITY
 17.1
    
    The terms stated herein below, when used in this Section or in any other part of
this Agreement, shall have the following meanings:
 (a)
    
    Affiliate of a PARTY means an individual or entity who directly or
indirectly controls such PARTY, is controlled by such PARTY o is controlled by the
same individual or entity controlling such PARTY. For the purpose of the present
definition, the term control means direct or indirect ownership by the controlling
entity of fifty percent (50%) or more of the capital stock or participating interest
and of the voting rights of or in the controlled entity, or the capacity to direct
the management of such PARTY. In the events of indirect ownership of capital stock
or participating interest and voting rights, the above referred minimum percentage
required must be verified among the Bidder, the Subcontractor or the Company and
each of the individuals, entities, companies or associations involved in the chain
of control.(b)
    
    The COMPANY GROUP is formed by the following individuals and entities,
either individually or collectively considered: PAE and its Affiliates, its partners
and its Affiliates and the directors, executives, employees, agents and insurance
companies of such entities.(c)
    
    The CONTRACTOR GROUP is formed by the following individuals and
entities, either individually or collectively considered: DLS and its Affiliates,
its subcontractors and its Affiliates and the directors, executives, employees,
agents and insurance companies of such entities.(d)
    
    The THIRD PARTIES are all individuals and entities not included neither
in the COMPANY GROUP nor in the CONTRACTOR GROUP.
 17.2
    
    Notwithstanding any other provision on the indemnities owed by DLS contained in the
present Agreement, DLS agrees to defend, protect and indemnify and hold the COMPANY GROUP
harmless and therefore waives its right to present PAE with any reimbursement or refund
claim for any costs, damages or losses arising from any lawsuit, liability, damage and
expense (including but not limited to lawyers fees and defense costs), and notwithstanding
the insurance policies in effect at the time and even for amounts exceeding the insurance
policies limits (if the latter were lower than the amounts actually claimed), in the
following cases:




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(i)
    
    against all types of injury, death or disease of the individuals
conforming the CONTRACTOR GROUP; and(ii)
    
    against all types of damage or loss to the goods of the CONTRACTOR
GROUP; and(iii)
    
    with the exception of the provision of Section 17.3(iii), against all
types of injuries, death or disease of THIRD PARTIES; and(iv)
    
    with the exception of the provision of Section 17.3(iii), against all
types of damage or loss to the goods of THIRD PARTIES;
   17.3
    
    Notwithstanding any other provision on the indemnities owed by PAE contained in the
present Agreement, PAE agrees to defend, protect and indemnify and hold the CONTRACTOR
GROUP harmless and therefore waives its right to present the CONTRACTOR GROUP with any
reimbursement or refund claim for any costs, damages or losses arising from any lawsuit,
liability, damage and expense (including but not limited to lawyers fees and defense
costs), and notwithstanding the insurance policies in effect at the time and even for
amounts exceeding the insurance policies limits (if the latter were lower than the amounts
actually claimed), in the following cases:
 (j)
    
    against all types of injury, death or disease of the individuals
conforming the COMPANY GROUP; and(ii)
    
    against all types of damage to the goods of the COMPANY GROUP; and(iii)
    
    subject to the terms and conditions of the Agreement, against all
damage or loss to any drilling site, reservoir or underground minerals and all
damage or loss caused to the COMPANY GROUP or to a THIRD PARTY as a result of a well
out of control or of an emission, leak or contamination coming from any well as
described in section 17.6(b); and(iv)
    
    all types of injury, death or disease of THIRD PARTIES; and(v)
    
    all types of damage or loss to the goods of THIRD PARTIES;




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17.4
    
    The CONTRACTOR or the COMPANY, as the case may be, shall immediately give the other
PARTY notice of any lawsuit brought, or administrative or judicial action or claim filed
against it by virtue of which the CONTRACTOR or the COMPANY claim to be indemnified under
the terms of the present Agreement (hereinafter, a Claim). Such notice shall state as
comprehensively as possible the facts and circumstances originating the Claim and shall be
delivered to the other PARTY as soon as possible after the PARTY that received the Claim
(for the purposes of this Section 17.4, the Indemnified Party) becomes aware of the
existence of the Claim. The PARTY that receives the notice from the Indemnified Party
(for the purposes of this Section 17.4, the Indemnifying Party) shall meet with the
Indemnified Party in order to discuss the defense of such Claim, but the Indemnifying
Party or its insurance company, as the case may be, shall maintain control over such
defense, including but not limited to the selection and direction of its legal advisers.
Notwithstanding the foregoing, none of the PARTIES shall agree to any conciliation,
settlement or agreement, whether judicial or extrajudicial, regarding such Claim without
prior written consent by the other PARTY; taking into account that in the event that the
Indemnified Party did not consent to a conciliation, settlement or agreement that the
Indemnifying Party is willing to accept, the responsibility of the Indemnifying Party
shall be limited to the amount for which the Claim could have been settled. The
Indemnified Party may, in turn, by giving the Indemnifying Party notice and at the sole
cost and expense of the Indemnified Party, choose its own defense to challenge the Claim,
provided however that during the course of the discussions of the Claim such defense does
not carry out any action that harms the defense of such Claim.17.5
    
    None of the PARTIES shall be responsible before the other PARTY for any kind of
indirect , punitive, special or consequential damages arising from or in any way related
to the present Agreement and each PARTY agrees to defend, indemnify and exempt the other
PARTY from such responsibility.17.6
    
    (a) The CONTRACTOR GROUP shall be responsible for controlling and suppressing the
damages and shall defend, hold harmless and prevent the COMPANY GROUP from suffering any
damages arising from losses or damages claimed or lawsuits brought on the basis of
contamination originated in fuels, lubricants, motor oils, pipe grease, paint, dirt, waste
or any other substance produced by any equipment, instrument or tool used in the
performance of the SERVICES, or by the CONTRACTOR GROUPs equipment or material.(b) The COMPANY GROUP shall be responsible for controlling and suppressing the damages
and shall defend, hold harmless and prevent the CONTRACTOR GROUP from suffering any
damages arising from losses or damages claimed or lawsuits brought on the basis of
contamination caused by events not contained in Section 17.6(a), including fire, blow
out, crack, leak or any other uncontrolled flow of oil, gas or well water occurred during
the operations which is not attributable to negligence or gross negligence by the
CONTRACTOR GROUP.Notwithstanding the PARTIES obligations under the provisions of section 13.2 of Appendix
II A, it is hereby agreed that in the event of a blow out, PAE shall be exclusively in
charge of the operations and shall be responsible for controlling and capping the well
either by itself or through subcontractors specialized in this type of operations. Except
in case the blow out resulted from gross negligence or willful misconduct by the
CONTRACTOR GROUP, the COMPANY GROUP shall be responsible for the damages or injuries
caused to THIRD PARTIES and to the CONTRACTOR GROUP or to their goods as a consequence of
the blow out, loss of control, damage and/or destruction of the well.
 18. BREACH OF CONTRACT




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##### 



(a)
    
    to retain any sums owed to DLS for any cause up to the amount necessary to remedy the
breach, either by itself or through subcontractors hired to that effect.(b)
    
    to terminate the Agreement by operation of law after the expiration of the referred
term if the notified breach is not remedied.
  19. JURISDICTION
   20. NOTICES
  Notices to PAE:
    
    Pan American Energy LLC (Sucursal Argentina)

Av. Leandro N. Alem 1180, 8th Floor
(1001) Buenos Aires City
Atn.: Mr. Ricardo Paladino
Fax: 011-4310-4101
E-mail for operation matters:
rpaladino@pan-energy.com
 Notices to DLS:
    
    DLS Argentina Limited Sucursal Argentina

Pueyrredón 1770, 4th Floor
Buenos Aires City
Atn.: Mr. Jorge Mauri
Fax: 4829-2460
E-mail for operation matters:
jmauri@dls-argentina.com.ar




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APPENDIX I  PRICES
  1. INTRODUCTION
    2. QUOTATION CURRENCY AND ADJUSTMENT FOR INFLATION
 2.1. Mixed Unit
     
   2.2. Ii Adjustment Index
  2.2.1.
    
    The Ii Adjustment Index corresponding to the i period shall be calculated on a
monthly basis according to the following formula:




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Ii = A x

    

    IFASPi-1
    
    IGOILi-1
    
    IPPi-1IFASP0
    
    IGOIL0
    
    IPP0
 whereIFASP: Cost in $ of an intervention crew composed or 1 driller, 1 derrickman and 3
roughnecks as stated in the Services Salary Table of the Collective Bargaining
Agreement for the FASPyGP, considering the agreements basic gross salaries (no extras)
plus employers contributions to the Retirement Fund, Act 19.032, Medical Care and
Labor Risk Insurance. The annual statutory bonus and employers contributions
percentages shall also be added, including the Cuota Solidaridad (Solidarity
Contribution) minus the recovery of tax credits.IGOIL: Price in $ of diesel oil in bulk in Comodoro RivadaviaIPP: Producers Basic Prices IndexSub-indexes i-1 indicate that the value corresponds to the period preceding the i
period regarding which the Adjustment Index is being calculated.Sub-indexes 0 indicate that the value corresponds to the initial month, defined as
July, 2003.Coefficients A, B and C shall be defined for each particular tariff.2.2.2.
    
    The i period adjusted tariff shall result from multiplying the $ Portion of the tariff
by the Ii Adjustment Index calculated in accordance with section 2.2.1 above.In the explanatory examples used in section 2.1, if for a particular month the
Adjustment Index was Ii = 1.05, the payable amounts would be the following:Case 1: 100 MU(30%USD) are equivalent to USD30 +
$70    USD30    +    $73.5    are payableCase 2: 200 MU(60%USD) are equivalent to USD120 + $80    USD120    +    $84    are payable2.2.3.
    
    The Adjustment Index for a particular month calculated according to above described
methodology shall require prior approval by PAE in order to be effectively applicable to
the tariffs. Following approval the adjustment shall remain in effect until replaced by a
new Adjustment Index approved by PAE.2.2.4.
    
    Under no circumstances shall the USD Portion of the tariff be affected by adjustments
for inflation.2.2.5.
    
    The variables selected to design the Adjustment Index as well as their respective
coefficients A, B and C regarding each particular tariff may be replaced by new variables
and coefficient values provided the Parties agree to do so.
 3. COMPENSATION SCHEME
 3.1. Drilling Service
  3.1.1. Wells between 900 and 2,700 mts. depth / Conventional drilling




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LS = K x TStd
  LS = Lump Sum
 K
 T Std TD
 TStd =  h i x119xEXP(0.00044xTD)
 h i h i
 hi =hi-1 x{1- [(1-
    
    å TReal
    
    )x 0.5]}å TStd(i-1)
  å T Real
 å Std(i-1) TStd
 h i-1
  3.1.2. Wells over 2,700 mts. depth and TESTS
  TNP TNP OHR
 OHR




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3.1.3. Deepenings exceeding 2,700 mts. depth
 Lump Sum
 3.1.4. Stand By Rate
  SHO
 3.1.5. Coefficients for calculating the Adjustment Index
  A =
    
    0.35B =
    
    0.20C =
    
    0.45
 3.2. Completion and Workover service
  3.2.1. Operation Hourly Rate
  OHR
 3.2.2. Stand By and Climate Factor Hourly Rate
  SHR
 CFHR
 3.2.3. DTA Rate




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1
 3.2.4. Coefficients for calculating the Adjustment Index
  A =
    
    0.45B =
    
    0.10C =
    
    0.45
 3.3. Pulling Service
  3.3.1. Operation Hourly Rate
  Light Pulling
 OHR
 Heavy Pulling
 OHR
 3.3.2. Stand By and Climate Factor Hourly Rate
  Light Pulling
 SHR
 CFHR
 Heavy Pulling
 SHR
 CFHR
 3.3.3. DTA Rate
  Light Pulling




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1
 Heavy Pulling
  1
 3.3.4. Coefficients for calculating the Adjustment Index
  A =
    
    0.50B =
    
    0.10C =
    
    0.40




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APPENDIX II: TECHNICAL APPENDIX
 II.A  DRILLING IN THE GULF OF SAN JORGE  MANAGEMENT UNIT
  TABLE OF CONTENTS
 SECTION 1:
    
    LOCATION OF THE WELLS.
    
    
    
    Page 3SECTION 2:
    
    PERFORMANCE OF THE WORKS.
    
    
    
    Page 3SECTION 3:
    
    DEPTHS AND DIAMETER.
    
    
    
    Page 3SECTION 4:
    
    TARIFFS.
    
    
    
    Page 4SECTION 5:
    
    MATERIALS, SUPPLIES, EQUIPMENT,
SERVICES, PERSONNEL, ETC.
PROVIDED BY DLS.
    

    
    
    Page 5SECTION 6:
    
    MATERIALS, SUPPLIES, EQUIPMENT,
SERVICES, PERSONNEL, ETC.
PROVIDED BY PAE.
    

    
    
    Page 10SECTION 7:
    
    DRILLING METHODS AND
PRACTICES.
    
    
    
    Page 11SECTION 8:
    
    CASING.
    
    
    
    Page 14SECTION 9:
    
    SAMPLES AND LOGGING.
    
    
    
    Page 14SECTION 10:
    
    DRILLING RECORDS.
    
    
    
    Page 15SECTION 11:
    
    CONDITION OF THE EQUIPMENT 
REPAIRS.
    
    
    
    Page 15SECTION 12:
    
    SITE  TRANSIT PERMIT.
    
    
    
    Page 15SECTION 13:
    
    MISCELLANEOUS LIABILITIES.
    
    
    
    Page 16SECTION 14:
    
    RELATIONSHIPS WITH DLS.
    
    
    
    Page 17SECTION 15:
    
    AMENDMENTS TO THE SCHEDULE.
    
    
    
    Page 17SECTION 16:
    
    RECORDING SYSTEM OF THE
ALLIANCE.
    
    
    
    Page 18SECTION 17:
    
    CONFIDENTIAL INFORMATION.
    
    
    
    Page 18APPENDIX 1:
    
    Description of the Technical
EquipmentAPPENDIX 2:
    
    Joint installation of the B.O.P.




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APPENDIX II: TECHNICAL APPENDIX
 II.A  DRILLING OF WELLS IN THE GULF OF SAN JORGE  MANAGEMENT UNIT
 
  
    
 3.1
    
    General provisions.Wells shall drilled up to final depths between 900 and 2,700 meters.
PAE reserves the right to complete the drilling at a greater or lower depth in accordance
with the provisions of the present bidding terms.3.2
    
    Minimum depth of the wells.In the event that a well is abandoned at PAEs request and not as a result of improper
performance by DLS or malfunction of its equipment, at a depth lower than 900 meters, PAE
shall compensate DLS with the Hourly Rate for the amount of time employed in assembling the
drilling equipment, drilling the well, abandoning the well, dismantling the equipment and
transporting the same to the next well or to the base.3.3
    
    In case it was necessary to drill a well to a depth exceeding 2,700 meters, DLS consent shall
be required. The drilling equipment provided by DLS shall have a nominal drilling capacity of
3,000 meters.3.4
    
    Diameter of the Wells.The project well shall be drilled with drill bits of 12 1/4 up to a depth between 100 and
500 meters and cased with casing of 9 5/8 O.D. The rest of well shall be drilled with
drill bits of 8 1/2  8 3/4 and shall be cased with casing of 5 1/2 O.D.In some cases the following shall be necessary:
a) to start the well with drill bits of 17 1/2 and case with casing of 13 3/8.
b) to case the insulation span with casing of 7 O.D.




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4.1
    
    General provisionsPAE shall pay DLS for the services rendered on the basis of the tariffs established in
Appendix I of the Agreement and the ones defined herein below:4.2
    
    Waiting Hourly Rate (WHR)This rate shall be applied when the continuance of the drilling works is delayed at PAEs
instruction due to the fact that PAE is waiting for instructions, materials, locations,
roads and other circumstances to be defined and which do not constitute an event of force
majeure or Act of God. PAE may decide to put one or more pieces of equipment on hold and
during such period DLS shall be paid the Waiting Hourly Rate. There are no time limitations
with respect to on hold situations and the equipment may remain assembled on the well, on
the Oilfield or at DLSs yard while such situations remain.4.3
    
    Conventional Drilling RateThe conventional drilling rate shall be applicable to all drilling operations of regular
wells between 900 and 2,700 meters (See
Appendix I  Prices Section 2.1.1).
The depths shall be determined by the measurement of the drill pipes through the use of
steel tape.
All these measurements shall be taken from the kelly drive bushing and the distance in
meters between the bushing and the ground level shall be deducted from the calculation.
The provision of drill bits, water and mud materials shall be DLS responsibility.4.4
    
    Operation Hourly Rate (OHR)This hourly rate shall be applicable during the performance of wells of a programmed final
depth exceeding 2,700 meters. The same rate shall be applicable to the drilling of test
wells as provided by the PG-AE-PF-01 Alliance Procedure. In both cases the DTA shall be
charged in accordance with Appendix I  Prices, Section 2.1 Price List.
The provision of drill bits, water and injection materials shall be PAEs responsibility.
With respect to the OHR, PAE shall recognize up to 15 minutes per each eight hour shift, up
to a maximum of forty five minutes per day for maintenance and equipment repair works.

Greater costs associated with additional works required to be carried out due to equipment
malfunctions shall be shared by the parties on the basis of the determining causes of such
malfunction and the parties corresponding responsibilities.
 
    
    
    Application of the Technical and Basic Safety Rules for Drilling Operations
(PG-AE-SE-03 Procedure) for the PAE-DLS Strategic Alliance.
    
    Check list to verify the fulfillment of the PG-AE-SE-03 Procedure.
    
    Dismantling, Transport and Assemblage of Tower Equipment Safety (PG-AE-SE-01 Procedure).
    
    Trucks and hoisting elements Certification and Audit Procedure (IT-AE-TR-05).




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5.1
    
    Equipment
 5.1.1
    
    Drilling equipment:
 
    
    hydromatic brake for the drawworks
    
    Crown block proximity indicator in the hoisting gear
    
    Stand pipe, gooseneck, flexible pipe and rotary swivel guaranteed 3,000 psi working pressure.
 5.1.2
    
    Mud system:
 
    
    Triplex mud pumps 2,200 psi working pressure and 525 GPM flow rate.
    
    Tanks and/or pits (minimum capacities)
 
    
    120m3 water storage tank
    
    100m3 water treating pit
    
    40m3 shaker pit for mud preparation
    
    40m3 decanting tank
    
    40m3 double suction pit
    
    10m3 shaker pit for pill preparation
    
    3m3 travel tank with graduated scale visible to the driller
    
    Two (2) linear shakers with a minimum treatment capacity of 500
GPM (Brandt LCM-2D-I; Swaco ALS-II or similar). DLS shall provide the screens
necessary to operate between 80 and 210 mesh.
    
    The transfer pumps must pump the mud filtered by the shakers
into the settling tank at all times and particularly when gasified mud is
received.
    
    Desander with a minimum treatment capacity of 850 GMP.
    
    Desilter with 16 cones of 4.
    
    Atmospheric degasser
    
    Degasser.
    
    Testing laboratory
 DLS shall have adequate laboratory items so as to comply with the drilling fluids
testing procedures indicated by the API RP 13B rule, which comprise the following:
 Determination
    
    Minimum EquipmentA) Density
    
    a) Conventional mud scaleB) Viscosity and 

     Gel Strength
    
    a) Marsh funnel viscosimeter
b) 6 velocity FANN VG meter with Calibration kitC) Filtration
    
    a) filter press with a working pressure rating of 100 psiD) Sand
    
    a) Sand screen to determine the sand contentE) Liquids and
solids contents
    
    a) Mud retortF) Ph
    
    a) Ph test paper of 0.2 units scale. Various ranges.G) Resistivity
    
    a) Resistivity meterH) Chemical analysis
    
    a) Complete equipment to determine the following:1. Chlorides
2. Alkalinity and calcium content
3. Total Ca and Mg hardness
4. Cation exchange capacity (methylene blue)
 5.1.3
    
    B.O.P.
 
    
    B.O.P. installation assembled and connected as indicated in
Appendix B 3,000 psi of 11 comprising:




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##### 



a.
    
    two shut-in valves or one double valve with two sets of rams, one of
blind rams and one for the drill string in use.b.
    
    one bag type valve (Hydrill or similar)c.
    
    Drilling spool with one 2 side outlet and
another 3 outlet and adapter flanges for installation.
 
    
    Hydraulic operation of the three valves with pressure accumulator
and at least two remote controls, one of which over 25 meters away from the
equipment.
    
    Choke manifold for 3,000 psi, in accordance with API RP53. Choke
lines manifold 3 diameter.
    
    Kelly cock valve.
    
    B.O.P. test plugs.
    
    To make available at the C. Rivadavia base a 13 5/8 500 psi
DIVERTER equipment with 6 line and remote control activated valve.
    
    50 m (min) line to the burner.
    
    DLS shall make available (at PAEs request and free of charge)
equipment capable of operating at pressures up to 5,000 psi in accordance with
the A.P.I. RP 53 rule.
  
    
    Hydraulic or pneumatic tongs for casing of 9 5/8, 7 and 5 1/2.
    
    Pipe elevators, slips and collars of 13 3/8, 9 5/8, 7 and 5 1/2.
    
    Snap on casing thread protector of 13 3/8, 9 5/8, 7 and 5 1/2.
    
    Hydraulic or pneumatic tongs for the drill string (the use of the
spinning chain shall not be allowed).
   
    
    Weight, penetration, pump pressure and torque , RPM, strokes per minute and stroke
counter indicators.
    
    Deviation meter. At PAEs request and free of charge DLS shall make available at
the C. Rivadavia base a Mathey type wire winch.
   
    
    Fishing and surface bumper sub and jar.
    
    Overshots for equipment in use.
    
    Taper taps.
    
    One set of washing pipes and washover shoes.
    
    Mills.
    
    Baskets.
    
    Safety joint.
    
    Fishing magnet.
    
    Necessary crossovers.
  
    
    Inside B.O.P.
    
    Drill string safety valve (Hydril type full-flow valve)
    
    Necessary amount of 4 1/2 or 5 drill pipes apt for drilling up to 3,000 meters
    
    A minimum of 25 6 1/2 spiral drill collars
    
    A minimum of 3 8 spiral drill collars
    
    A minimum of 9 4 1/2 or 5 HW drill pipes according to the drill string in use
    
    Upper or lower kelly cock




---



##### 




    
    A set of floating valves available at the C. Rivadavia base with its corresponding
replacement.
 5.1.8
    
    Various materials and equipment at the sites:
 
    
    Wood boarding (It shall be used for all pieces of equipment
operating at problematic areas, in accordance with the procedure: (Sites
Construction Procedure PG-AE-FA-01).
    
    Casing racks.
    
    Covered semitrailer for mud material storage.
    
    Electric welding equipment.
    
    Oxyacetylene equipment.
 5.2
    
    Consumables.
 
    
    Rubber stabilizer on the kelly sub to protect the casing conductor.
    
    Fuels and lubricants.
    
    All other necessary supplies to maintain DLS equipment in good
operating conditions.
    
    Drill bits: 17 1/2, 12 1/4, 8 3/4 and 8 1/2.
    
    Drilling mud: The drilling mud materials and service shall be
provided by DLS. The mud to be used is bentonitic mud, low polymeric solids
content (not dispersed).
    
    Water: the water to be used in the operations, either salt or
fresh water, shall be carried by DLS. PAE shall indicate the loading points
where water may be obtained.
 5.3
    
    Transport.
 
    
    The following transport procedures and instruction manuals agreed by the
Alliance shall apply:
 
    
    Tower equipment Dismantling, Transport and Assemblage (PG-AE-SE-01)
    
    Control of hours actually worked by the transport personnel (IT-AE-TR-01)
    
    ..Support (IT-AE-TR-02)
    
    Transport units control list (IT-AE-TR-03)
    
    Drivers Authorization (IT-AE-TE-04)
    
    All transport of DLS equipment into the area of the
Agreement, transport between sites and removal of equipment at the termination
of the Agreement.
    
    In case roads are in bad conditions, PAE shall assist DLS in
carrying out the transport.
    
    All transport of DLS materials and personnel necessary for
the operations.
 5.4
    
    Personnel and Camp.Personnel shall comply with sections 7.1 and 13.3 of these Bidding Terms and furthermore:
 
    
    Working days shall be divided into 8 (eight) or 12 (twelve)
hour shifts. 12 x 12 regimes are not allowed (12 hours rest x 12 hours work).
    
    Camps to host personnel within the area of the Agreement are
not allowed.
    
    1 office-bedroom Trailer with two (2) beds, fully-equipped
kitchen and bathroom for the Team Leader with heating and cooling system.
    
    1 office-bedroom Trailer with two (2) beds, fully-equipped
kitchen and bathroom for personnel training and well logging activities with
heating and cooling system.
 5.5
    
    Communications.
 
    
    DLS shall maintain permanent radio contact between the
drilling teams and PAEs camp at Cerro Dragón. PAE shall provide voice and
data communication among the Drilling teams.
    
    DLS shall comply with:
 
    
    DIMS operation procedure (PG-AE-AD-01)
    
    Data quality control and handling of information (IT-AE-AD-01)
    
    Mandatory reports to be entered on DIMS (IT-AE-AD-02)
    
    Intercom for risk areas between driller and
derrickman at the racking platform and two (2) Walkie Talkie units
for risk areas available for the team.
 5.6
    
    Safety gear and working clothes.
 
    
    Safety glasses for all personnel.




---



##### 




    
    Ear protectors to use at all places where noise level exceeds 85 decibels.
    
    In vehicles or fixed premises, personnel shall wear the gear
prescribed by the corresponding Safety Regulations.
    
    Electronic speed recorder in vehicles (digital speed meter)
    
    In addition, all other gear required by legal regulations in force
 5.7
    
    Fire equipment.
 a.
    
    Three dry chemical powder ABC type, potassium base, fire trucks of 100 Kg.
capacity or three dry chemical powder fire trucks of 70 Kg. capacity.b.
    
    Six dry chemical powder ABC type, potassium base, manual extinguishers of 10
Kg. capacity or six dry chemical powder manual extinguishers of 7 Kg. capacity.c.
    
    All the equipment described in a. and b. above shall be nitrogen pressurized
and have a pressure control gauge.d.
    
    Two carbon dioxide extinguishers of 5 Kg. capacity each.e.
    
    The equipment shall be placed at strategic places. The trucks shall not be
over 20 meters away from the drilling equipment.f.
    
    In addition, all other equipment required by legal regulations in force.g.
    
    The team shall hold safety meetings once a week (each shift) during free
working time.
 5.8
    
    Fire Prevention Training.During the drilling of a well, different shifts of personnel shall be trained on fire
prevention, as provided for by the simulation plan. Written records of the dates and
training issues shall be kept.5.9
    
    Electric safety equipment.
 
    
    Stakes.
    
    Explosion proof electric installation.
    
    In addition, all other equipment required by legal regulations in force.
 5.10
    
    First Aid Equipment.
 
    
    Medicine cabinet with the items necessary to provide immediate aid.
    
    Stretcher to carry injured persons.
    
    In addition, all other equipment required by legal regulations in force.
 5.11
    
    Training in and correct use of the STOP Safety system.
 5.12
    
    Updated certificates of Wells Control Courses, Supervisor level, for Team Leaders, Shift
Heads and Mud Engineers. Wells Control Courses, Basic level, for Drillers and Derrickmen.
 
  6.1
    
    Services:
 
    
    Wire line service, including indication of the free point and breakout. In case of
fishing attributable to DLS, DLS shall provide such services at its own cost, if required.
    
    Cementing service.
    
    Formation testing and production measurement services.
 6.2
    
    Materials:
 
    
    Pipe cementing centralizers, collars and shoes.
    
    Pipes.
    
    Operating nipple.
    
    Well heads with their corresponding valves.
    
    Baker Lock.




---



##### 



6.3
    
    Water supply
 
    
    PAE shall make available loading points conveniently located within the working area in
order to guarantee the supply of water during drilling operations.
    
    The water used in the operations, either salt or fresh water, shall be carried by DLS.
The cost of such transport shall be included in the conventional Drilling tariff according
to Section 4.3.PAE shall indicate the loading racks where water can be obtained.DLS shall take the necessary measures to rationalize the use of water and, if possible, use
mud in tank cleaning.DLS shall raise its personnel awareness in order to minimize the volumes of wasted water
for different reasons, such as centrifugal pump packing condition, state of hoses and
joints, avoiding overflows, etc.
 6.3
    
    Surface works.
 PAE shall provide the following surface works, duly completed, for the wells to be drilled:
    
    Completed compacted and properly leveled site in the assemblage area,
equipment anchorage (Site Construction Procedures PG-AE-FA-01).
    
    Derrick cellar and conductor pipe.
    
    Mud pit for injection.
    
    Access road to location.
    
    Road and access to water loading racks.
 
 7.1
    
    Due diligence.DLS shall commence the works on the date indicated by PAE and shall continue to perform
them with due diligence and care, in accordance with good oilfields practices, keeping the
equipment in optimum working conditions and using competent personnel.DLS shall employ all necessary care and diligence (in particular but not limited to, the
closure of valves), in order to avoid contamination of the phreatic layers, the
deterioration of the land, field, livestock, premises and, in general, in order to avoid
damages to PAE and to third parties. The protection of the environment shall be governed by
the ISO 14001 Environmental Management System, certified by PAE.
 7.2
    
    Required quality
 7.2.1
    
    Caliper within the zone of interest:DLS shall monitor the process so that the caliper diameter within the zone of
interest is not higher than 9 or lower than 8 1/2 (with +1/4 / -0 tolerance),
avoiding caves and surface rugosity affecting the data recording quality of the
logging tools. All records exceeding the specified limits (process control range)
shall be analyzed and the causes of such circumstances shall be identified and deemed
as a lesson for the application of counter-measures in new wells.7.2.2
    
    Hole deviationDLS shall take the necessary measures, according to good drilling practices used in
oilfields, so that the well is not deflected beyond the following limits:a.
    
    A maximum of two (2) degrees beyond the vertical for each fifty (50) meters.b.
    
    A maximum of one and a half (1.5) degrees from the wellhead to the total
depth of the guide pipe.c.
    
    A maximum of four (4) degrees from guide pipe shoe to the final depth of the
well.




---



##### 



DLS shall measure the deviation from the vertical at each drill bit change or when
the drilling schedule so requires, by using adequate tools in accordance with the ISO
Tools Calibration and Control procedure.The resulting values shall be verified every time dip meter surveys are performed.7.2.3
    
    Water loss at the zone of interestA water loss value of 8cc/30min. (API) is hereby established as an empirical
reference for the Gulf of San Jorge. This value may be revised and controlled tests
under the (PG-AE-PF-01) procedure the optimum water loss value may be defined, so
that penetration speed may be maximized without affecting the caliper and minimizing
the damages to the formation.7.2.4
    
    Drilling mud salinityMud containing 3,000 ppm chloride ion by adding KCI shall be used at the zone of
interest.7.2.5
    
    Drilling mud densityThe density value shall be the minimum possible value compatible with the wells
safety conditions.For the purpose of minimizing the damage to the formation, a maximum % of solids of
7%-8% without increasing the density is hereby defined. The use of mud-weighting
materials shall be allowed only as an exception for problem wells or wells with
neighboring problem wells.
 7.3
    
    Controlled testsFor the purpose of facilitating ongoing improvements to the drilling processes defined in
the Agreement, changes in the methodology, introduction of technologies, change of
practices, new mud formulas, etc. shall be carried out through Controlled Tests (according
to the PG-AE-PF-01 procedure) and the results shall determine the adoption or rejection of
the proposed changes.The performance of these controlled tests shall be compensated under the OHR tariff
modality as provided for by Appendix I  Prices 2.1.2.
 7.4
    
    Fire and blow outs prevention
 a.
    
    DLS shall use all possible means to control and avoid fires and blow outs and
to protect the well. No fire shall be allowed within a 50 meter perimeter around the
well. In case it was necessary to perform welding works on the equipment or in the
surrounding area, an authorization to perform hot working from the representative in
the Area (Team Leader).b.
    
    The B.O.P. shall be placed in the 9 5/8 guide pipe during all drilling
operations and shall be kept in optimum working conditions. In this respect, DLS shall
examine and test the working conditions of the B.O.P. valves and other equipment
following each assemblage and record the results of such tests on the drilling
records.DLS shall perform at its own expense well control simulations through well known
procedures; simulations shall involve all working shifts and shall be carried out
once for every well; the results shall be entered in the drilling records.c.
    
    B.O.P Tests
 
    
    Immediately following installation, test the rams, annulus,
Lines and flow manifold, according to DLS procedure.
    
    Prior to commencing the drilling of the 8 1/2 diameter well
and completed the cement setting time, the guide pipe tightness and the
pipe-B.O.P. connection shall be tested as indicated by the drilling schedule.
    
    In case it is necessary to replace parts of the B.O.P. or of
the surface equipment during the operations, the disassembled section shall be
tested again.In addition, PAE may request the B.O.P. test at any time deemed convenient.
 7.5
    
    Drilling Schedule




---



##### 



The Alliance Engineering Department shall prepare the drilling schedule for each well and 2
weeks in advance shall provide the Team Leader with the information regarding neighboring
wells with respect to layer pressures, loggings and lessons learned.Changes to the drilling schedule shall be authorized by the Alliance Leader.DLS shall test the drilling mud at least every eight hours in order to verify its
properties and shall record the results of such tests in the DIMS with the same frequency
as well as every time changes of parameters are introduced. The API drilling mud report
shall be delivered to the Cerro Dragón of Koluel Kaike offices, as the case may be, on a
daily basis.Use of DIMS to record mud and losses volumes.Upon completion o the well, DLS shall deliver to the offices a summary of the materials
used, water consumption to prepare the mud and the equipment total water consumption
together with the rest of the documents related to the well. Water volumes shall be
recorded by zones in cases of loss by circulation.DLS shall keep the well, pipe and annular spaces full of drilling mud at all times. The
change of drill bit jobs shall be controlled by using the trip tank and the trip
spreadsheet shall be kept in the files to evidence its use.Prior to carrying out the round-trip operation, weight up mud pills (barite) shall be used
in the drill string in order to avoid mud losses and have better control over the filling
of the well.7.6
    
    Depth records and drill string.DLS shall maintain at all time accurate records of the following:
 a.
    
    Drilling depths by controlling the quantity and length of the drill string
lowered into the well.b.
    
    Dimensions and physical characteristics of all items lowered into the well.c.
    
    Changes to the drilling and drilling mud parameters.
 
  
 9.1
    
    Samples.PAE may request cuttings samples at regular intervals during the drilling, which shall be
placed in bags provided by PAE. In addition, PAE may request the drilling to be interrupted
in order to circulate drilling mud and obtain such samples, which DLS shall take, wash,
identify, keep and preserve for PAE. The time spend during the performance of this service
shall be paid at the OHR tariff.9.2
    
    Logging.PAE shall choose, at its own decision, one development well out of ten wells drilled, in
order to log the respective guiding well. In each exploration well, the guiding well shall
be logged.




---



##### 



In every case and regardless of the final well depth, DLS shall deliver the well in such
conditions so as that it can be logged.
 
  
 11.1
    
    Condition of the Equipment.Drilling equipment availability, reliability and servicing indexes shall be kept;
interruptions to the service due technical failures or programmed maintenance works shall
also be recorded. (PG-AE-MA-01 Equipment failure analysis).11.2
    
    Repairs.During operation DLS shall perform its equipment maintenance in order for them to carry out
their functions without wasting time. DLS shall perform all repairs immediately and at its
own expense and risk.11.3
    
    Suspension of the Works.In case deficiencies in the equipment that cause unnecessary delays or involve risks to the
personnel are identified, PAE may suspend the works until such deficiencies are eliminated.
 
  
 13.1
    
    Responsibility for Damages or Losses to the Equipment.
 13.1.1
    
    DLS surface equipment.




---



##### 



DLS shall be responsible at all time for damages or losses to its surface
equipment, tools, machinery and utensils, whatever the time or way in which the
damage is caused and PAE shall in no way be responsible for reimbursing DLS.13.1.2
    
    DLS equipment in the Well.DLS shall be responsible for damages to or destruction of its equipment in the
well, except in case they are attributable to a borehole obstruction for
differential pressure or force majeure.
 13.2
    
    Damage to the Well.In case of fire or blow out or if the well is lost or damaged for causes attributable to
DLS, its subcontractors or employees, the consequences of such loss or damage shall be
borne by DLS; in case that, as a result thereof, the well cannot be drilled up to the
programmed depth, at PAEs, DLS shall immediately at its own expense commence the drilling
of a new well up to the same depth reached by the damaged or lost well. If the well is lost
or damaged without negligence by DLS, however, but as a result of PAEs pipe or equipment
failure, whether during or after the installation of the pipes, or as a consequence of
failures occurred during the cementing operation that result in pipe breakage, such loss
shall be borne by PAE and DLS shall be compensated for:
 a.
    
    All the works performed by DLS prior to such loss at the OHR tariff;b.
    
    All the works performed in an attempt to restore the well to normal
conditions, at the OHR.
 13.3
    
    Materials Provided by PAE.DLS agrees to carefully inspect at the site all the materials and equipment for the well
provided by PAE and to notify PAE in writing about any apparent defects found, in the way
and within the timeframe necessary for PAE to be able to replace such defective materials
or equipment. Failure by DLS to give notice the materials and equipment shall be deemed
free of apparent defects.DLS shall be responsible for the preservation of the materials, equipment, tools and all
other items provided by PAE, and shall keep them in good condition in order to return them
or respond for them as the case may be. While in DLSs possession, such elements shall be
deemed under DLSs custody.
 
 14.1
    
    The creation of an alliance between PAE and DLS may lead to the development of new
relationships based on mutual trust, the sharing of operation information and, above all, it
may raise both companies awareness on the need to insure their personnel and goods, to
preserve the environment and to constantly improve themselves for the benefit of the
companies and personnel involved.14.2
    
    Both companies shall share all the operation information related to the activities of the
Alliance. This information may be transmitted or accessed through common databases to which
access shall be granted via authorizations or passwords.14.3
    
    Each company organizing a technical training activity involving the interests of the
Alliance shall invite representatives of the other company to attend.14.4
    
    For the purposes of training of personnel and prior agreement and scheduling, any company
may assign its own personnel specific tasks to be performed at the other company.14.5
    
    Both companies undertake to systematically analyze the performance of the Alliance in
order to benefit from its achievements and prevent possible errors.




---



##### 



14.6
    
    In order to ensure the consolidation of the management model proposed for the Alliance
and the goals described above, the parties agree, whenever deemed necessary and by mutual
agreement, to adjust the organization of the activities to be performed so that it better
suits the Alliance needs.An Alliance Leader, reporting simultaneously to PAEs GSJ Development Management and to the
DLS Base Management, shall be appointed by mutual agreement.The following staff shall also be appointed: a Leader and Co-Leader for each Drilling Team,
employed by DLS; a Drilling Engineering team composed of 1 Engineering Leader and 2
Engineers, all of whom shall be proposed by PAE; 2 Engineers proposed by DLS and a
supervisor from SSA. All these officers shall report to the Alliance Leader.




---



##### 








---



##### 



1.
    
    Pipes maximum capacity on the setback 270 M lb2.
    
    Rotary table maximum bearing capacity regardless of the load on setback 350 M lb3.
    
    Side load capacity (only for towers) ___ lb
 
 HP HOOK
    
    HOOK LOAD
    
    HOOK VELOCITY




---



##### 



High Flow Service
    
    
    High Pressure ServiceGal/min.
    
    
    psi
    
    
    HHp
    
    
    gal/min
    
    
    psi
    
    
    HHpMain PumpAuxiliary PumpAuxiliary Pump
 
 
  Drill Pipe
String:
    
    
    1Nominal diameter:
    
    4 1/2  InchesWeight per foot:
    
    19.5 lb/ftAPI degree:
    
    
    E-75;G-105Overall Length
    
    9900 feetJoints size and type:
    
    
    NC46Outside diameter:
    
    6.25 inchesLast inspection dateInspection methodClass
 N° of tubes per inspection
    
    
    
    Premium123




---



##### 



Quantity
    
    
    3
    
    
    
    25Max. Diam. Ext (1/16 inches)
    
    
    8
    
    
    
    6.5Min. Int. diam (1/6 inches)
    
    
    3
    
    
    
    2 1/4Average length
    
    
    30
    
    
    
    30Approx. string of drill pipe weight
    
    13.5 M LB
    
    
    76.5M LBJoints, size and type
    
    6 5/8 RAG
    
    
    
    NC46
  Mud PitsNumber
    
    Dimensions
    
    Capacity (per unit)1
    

    
    
    37 m32
    

    
    
    43 m33
    

    
    
    20 m3
   Number
    
    Brand
    
    Type
    
    Capacity1
    
    Kayac
    
    6 X 5
    
    1000 GPM2
    
    Kayac
    
    6 X 5
    
    1000 GPM
  Number
    
    Brand
    
    Type
    
    HP1
    
    Siemens
    
    Triphasic 3x380V
    
    30 HP2
    
    Siemens
    
    Triphasic 3x380V
    
    30 HP
    Desander:
    
    Brand
    
    Model
    
    Capacity gal/minType Swaco
    
    2X 10
    
    
    1000
 Desander Pump:
    
    Brand
    
    Type
    
    Capacity gal/minMission
    
    6 X 5
    
    
    1000
  Brand
    
    Model
    
    HPWeg
    
    Triphasic 3x380V
    
    60 HP
 
 N° Brand
    
    Model
    
    Size of flange
    
    Interior Diam
    
    Working pressureHYDRILL
    
    GK
    
    Annular
    
    
    11
    
    
    
    3,000




---



##### 



N° Brand
    
    Model
    
    Size of flange
    
    Interior Diam
    
    Working pressureSHAFFER
    
    LWS
    
    DOUBLE
    
    
    11
    
    
    
    3,000
   Kelly cock:
    
    Brand Omsco
    
    Model UpperDrill pipe safety valve:
    
    Brand Omsco
    
    Model LowerDegasser:
    
    Brand SWACO
    
    Model Vacuum D-Gasser
   
   
 þ o
  Number
    
    Brand
    
    Model
    
    Type
    
    Capacity, KW1
2
    
    Cramaco
Caterpillar
    
    G2R
SR4
    
    3x380/220V-50Hz
3x380/220V-50Hz
    
    320 KVA
205 KVA
  Number
    
    Brand
    
    Model
    
    HP1
2
    
    Scania
Caterpillar
    
    DS11
3406
    
    360
300
 þ o




---



##### 



3  3    3




---



##### 



wind load capacity, without drill pipe stow
    
    100 mphWind load capacity whit 9900 feet in drill pipe stow
    
    80 mph
 1 2
  2. Crown block
    
    Lee C. More
    
    
    6
    
    
    190 tons(1) Brand
    
    (2) weight
    
    (3) N° of pulleys3. Traveling Block
    
    Ideco
    
    
    5
    
    
    160 tons(1) Brand
    
    (2) weight
    
    (3) N° of pulleys
 1.
    
    Hook: Unitized
    
    160 tons2.
    
    Plushing head: National 69
    
    300 tons3.
    
    Lifting arms: 2 1/4 x 108
    
    250 tons4.
    
    Drillpipe elevator: Varco
    
    250 tons5.
    
    Casing elevators: BK
    
    150 tons6.
    
    Drilling line (hook load capacity)
    
    292 M pounds
 6 x 19
    
    1 1/8
    
    EIPS
    
    IWRC
    
    130 M LB
    
    
    3
    
    
    
    8Classification
    
    Diam.
    
    Degree
    
    Care
    
    Api breakage
Resistivity
    
    Safety factor
    
    N° of Lines




---



##### 



Ground height
    
    10 feetWidth
    
    22 feetLength
    
    8 feetRotary table ground level height up to bellow the beans
    
    8 feet 2 inchesTo use with towers (masts) with gook load capacity
    
    280 M poundsMaximum mean lower low water pipe capacity
    
    270 M poundsMaximum bearing capacity
    
    350 M poundsSide load capacity (Only for towers)
    
    ___ M poundsLoads imposes by tensioning items
    
    ___ M poundsAdditional loads
    
    ___ M pounds




---



##### 



Equipment
    
    Description (type, brand, model, size, etc)Drawworks
    
    Mid continental U-36 , 600 HPAuxiliary broke
    
    Parmac V80Transmission system engine elevation
    
    ChainsElevation engines
    
    Two Caterpillar D-353; 460HP @ 1200 RPMObserved test information  elevation
 DrawworksRelation
    
    Hook load
    
    
    Sec. to
    
    
    Hook speed
    
    
    Hook calculated
    
    
    N° ofM pounds
    
    

Lift
1 (one) Bar
    
    
    foot/min
    
    
    power
    
    
    lines
  N° linesHook load
    
    Sec. to
    
    
    
    to theM lb
    
    1(one)
    
    
    
    travellingbar
    
    Hook speed
    
    block
    
    Observations




---



##### 



Specifications Pumps

    (1) Principal
    
    (2) Auxiliary
    
    (3) AuxiliaryBrand (manufacturer)

    G. DENVER
    

    G. DENVERModel

    PZ-8
    
    PZ-9Input Power

    750 HP
    
    1000 HPRPM

    140 x 8 Inches
    
    130 x 9 Inches
 Service conditions
    
    High Vol.
    
    High Press.
    
    High Vol.
    
    High Press.
    
    High Vol.
    
    High Press.Jacket diameter
Max.- Min.
    
    
    6 1/2
    
    
    
    5
    
    
    
    7
    
    
    
    5 1/2Corresp. Working
Pressure (measure)
    
    
    2315
    
    
    
    3912
    
    
    
    2639
    
    
    
    4274483@140
    
    
    
    286@140
    
    
    
    585@130
    
    
    
    361@130Observed PerformanceTests DatesPumps RPM during
testEngine during testPressure on stand
pipe PSIMeasured GPMGPM
calculated......%ef.
Vol.Outpump HHP
 
 **
    
    Engines providing power to mud pump.




---



##### 



Continuous performance testedby manufacturer at the speedstated by the owners instructionN°
    
    Brand
    
    Model
    
    manual1
2
    
    Catepillar
Catepillar
    
    D-398
D-399
    
    800_HP
1060_HP
    
    a 1200 RPM
a 1200 RPM




---



##### 



4.
    
    Pipes maximum capacity on the setback 270 M lb5.
    
    Rotary table maximum bearing capacity regardless of the load on setback 350 M lb6.
    
    Side load capacity (only for towers)  lb
 
 HP HOOK
    
    HOOK LOAD
    
    HOOK VELOCITY




---



##### 



High Flow Service
    
    
    High Pressure ServiceGal/min.
    
    
    psi
    
    
    HHp
    
    
    gal/min.
    
    
    psi
    
    
    HHp7. Main Pump8. Auxiliary Pump9. Auxiliary Pump
 
 
  Drill PipeString:
    
    
    
    1Nominal diameter:
    
    
    
    4 1/2
    
    InchesWeight per foot:
    
    
    
    19.5
    
    lb/ftAPI degree:
    
    
    
    E-75;G-105Overall Length
    
    
    
    9900
    
    FeetJoints size and type:
    
    
    
    NC46Outside diameter:
    
    
    
    6.25
    
    InchesLast inspection dateInspection methodClassN° of tubes per inspection
    
    
    
    
    
    Premium300
    
    1______
    
    
    
    
    
    2______
    
    
    
    
    
    3




---



##### 



Quantity
    
    3
    
    25Max. Diam. Ext (1/16 inches)
    
    8
    
    6.5Min. Int. diam (1/6 inches)
    
    3
    
    2 1/4Average length
    
    30
    
    30Approx. string of drill pipe weight
    
    13.5 M LB
    
    76.5M LBJoints, size and type
    
    6 5/8 REG
    
    NC46
  Mud PitsNumber
    
    Dimensions
    
    
    Capacity (per unit)1
    
    
    
    
    
    
    35 m32
    
    
    
    
    
    
    35 m33
    
    
    
    
    
    
    32 m3
   Number
    
    Brand
    
    
    Type
    
    
    Capacity1
    
    Kayac
    
    
    6 X 5
    
    
    1000 GPM2
    
    Kayac
    
    
    6 X 5
    
    
    1000 GPM
  Number
    
    Brand
    
    
    Type
    
    
    HP1
    
    Siemens
    
    Triphasic 3x380V
    
    30 HP2
    
    Siemens
    
    Triphasic 3x380V
    
    30 HP
    Desander:
    
    Brand
    
    Model
    
    Capacity gal/minType Swaco
    
    2X 10
    
    1000Desander Pump:
    
    Brand
    
    Type
    
    Capacity gal/minMission
    
    6 X 5
    
    1000Desander pump drive impeller
    
    Brand
    
    Model
    
    HPWeg
    
    Triphasic 3x380V
    
    60 HP
 
 N° Brand
    
    Model
    
    Size of flange
    
    Interior Diam
    
    Working pressureHYDRILL
    
    GK
    
    Annular
    
    11
    
    3,000




---



##### 



N° Brand
    
    Model
    
    Size of flange
    
    Interior Diam
    
    Working pressureSHAFFER
    
    LWS
    
    DOUBLE
    
    11
    
    3,000
   Kelly cock:
    
    Brand Omsco
    
    Model UpperDrill pipe safety valve:
    
    brand Omsco
    
    Model LowerDegasser:
    
    Brand SWACO
    
    Model Vacuum D-Gasser
       Reducing and regulator valve?
    
    Si þ
    
    No o
  NumberBrand
    
    Model
    
    
    Type
    
    
    Capacity, KW1
    
    Cramaco G2R
    
    3x380/220V-50Hz
    
    320 KVA2
    
    Caterpillar SR4
    
    3x380/220V-50Hz
    
    205 KVA
  Number
    
    Brand
    
    
    Model
    
    
    HP1
    
    Volvo
    
    TAD 1631
    
    
    6602
    
    Scania
    
    DS 11
    
    
    360
 Antiexplosive lighting system:
    
    YES þ
    
    No o




---



##### 



3  3    3           1 2




---



##### 



1. Mast or Tower
    
    Capacitywind load capacity, without drill pipe stow
    
    100 mphWind load capacity whit 9900 feet in drill pipe stow
    
    80 mphStowage capacity of drill pipe of 4 1/2 inches 10800 feetHookss static load capacity (whit 8 lines holding 280M pounds travelling block)
 2. Core bit
    
    Lee C. More
    
    
    6
    
    
    190 tons(1) Brand
    
    (2) weight
    
    (3) N° of pulleys3. Traveling Block
    
    Ideco
    
    
    5
    
    
    160 tons(1) Brand
    
    (2) weight
    
    (3) N° of pulleys
 10. Hook: Unitized
    
    160 tons11. Plushing head: National 69
    
    300 tons12. Lifting arms: 2 1/4 x 108
    
    250 tons13. Drillpipe elevator: Varco
    
    250 tons14. Casing elevators: BK
    
    150 tons15. Drilling line (hook load capacity)
    
    292 M pounds
 6 x 19
    
    1 1/8
    
    EIPS
    
    IWRC
    
    130 M LB
    
    
    3
    
    
    
    8Classification
    
    Diam.
    
    Degree
    
    Care
    
    Api breakage
Resistivity
    
    Safety factor
    
    N° of Lines




---



##### 



Substructure: Brand Lee C. MooreSubstructure: Brand Model or typeGround height:
    
    10 feetWidth:
    
    22 feetLength:
    
    8  feetRotary table ground level height up to bellow the beans
    
    8 feet 2 inchesTo use with towers (masts) with gook load capacity
    
    280 M lbMaximum mean lower low water pipe capacity
    
    270 M lbMaximum bearing capacity
    
    350 M lbSide load capacity (for only towers)
    
    ____M lbLoads imposes by tensioning items
    
    ____M lbAdditional loads
    
    ____M lb




---



##### 



Equipment assembled as followsEquipment
    
    Description(type, brand, model, size, etc.)Drawworks
    
    Mid continental U-36 , 600 HPAuxiliary broke
    
    Parmac V80Transmission system engine elevation
    
    ChainElevation engines
    
    Two Caterpillar D-353; 460HP @ 1200 RPMObserved test information  elevation
 DrawworksRelation
    
    Hook load
    
    
    Sec. to
    
    
    Hook speed
    
    
    Hook calculated
    
    
    N° ofM pounds
    
    

Lift
1 (one) Bar
    
    
    foot/min
    
    
    power
    
    
    lines
  N° linesHook load
    
    Sec. to
    
    
    
    to theM lb
    
    1(one)
    
    
    
    travellingbar
    
    Hook speed
    
    block
    
    Observations




---



##### 



Specifications Pumps
    
    (1) Principal
    
    (2) Auxiliary
    
    (3) AuxiliaryBrand (manufacturer)
    
    G. DENVER
    
    G. DENVERModel
    
    PZ-8
    
    PZ-9Input Power
    
    750 HP
    
    750 HPRPM
    
    140 x 8 Inches
    
    140 x 8 Inches
 HighService conditions
    
    High Vol.
    
    
    High Press.
    
    
    High Vol.
    
    
    High Press.
    
    
    High Vol.
    
    
    Press.Jacket diameter
Max.- Min.
    
    
    6 1/2
    
    
    
    5
    
    
    
    6 1/2
    
    
    
    5Corresp. Working
Pressure (measure)
    
    
    2315
    
    
    
    3912
    
    
    
    2315
    
    
    
    3912483@140
    
    
    
    286@140
    
    
    
    483@140
    
    
    
    286@140Observed PerformanceTests DatesPumps RPM during
testEngine during testPressure on stand
pipe PSIMeasured GPMGPM
calculated......%ef.
Vol.Outpump HHP
 
 **
    
    Engines providing power to mud pump.




---



##### 



Kelly cock:
    
    Brand Omsco
    
    Model UpperDrill pipe safety valve:
    
    brand Omsco
    
    Model LowerDegasser:
    
    Brand SWACO
    
    Model Vacuum D-Gasser
       Reducing and regulator valve?
    
    Si þ
    
    No o
  Number
    
    Brand
    
    Model
    
    Type
    
    Capacity, KW1
    
    Cramaco
    
    G2R
    
    3x380/220V-50Hz
    
    400 KVA2
    
    Caterpillar
    
    SR4
    
    3x380/220V-50Hz
    
    250 KVA
  Number
    
    Brand
    
    Model
    
    HP1
    
    Scania
    
    DS-11
    
    
    3602
    
    Caterpillar
    
    SR 4
    
    
    250
 Antiexplosive lighting system:
    
    YES þ
    
    No o




---



##### 



3  3    3




---



##### 



1. Mast or Tower
    
    Capacitywind load capacity, without drill pipe stow
    
    100 mphWind load capacity whit 9000 feet in drill pipe stow
    
    80 mphStowage capacity of drill pipe of 4 1/2 inches
    
    10800 feetHookss static load capacity (whit 8 lines holding 280M pounds travelling block)
 2. Core bit
    
    Lee C. More
    
    
    
    
    
    6 190 tons(1) Brand
    
    (2) weight
    
    (3) N° of pulleys3. Traveling Block
    
    UTB160
    
    
    5
    
    
    160 tons(1) Brand
    
    (2) weight
    
    (3) N° of pulleys
 4. Hook: Unitized
    
    160 tons5. Plushing head: Ideco TL 200
    
    200 tons6. Lifting arms: BUJ 2 1/4 x 108
    
    250 tons7. Drillpipe elevator: Varco
    
    250 tons8. Casing elevators: BUJ
    
    150 tons9. Drilling line (hook load capacity)
    
    292 M pounds
 6
x 19
    




    1 1/8
    





    EIPS
    
    IWRC
    
    130 M LB
    



    
    


    3
    




    8Classification
    
    Diam.
    
    Degree


    
    Care






    
    Resistivity




    
    Api breakage


    
    Safety factor
    

    N° of Lines




---



##### 



Substructure: Brand Lee C. MooreBrand Model or typeGround height:
    
    10   feetWith:
    
    22   feetLength:
    
    8  feetRotary table ground level height up to bellow the beans
    
    8 feet 2 inchesTo use with towers (masts) with gook load capacity
    
    280 M lbMaximum mean lower low water pipe capacity
    
    250M lbMaximum bearing capacity
    
    300M lbSide load capacity (for only towers)
    
    ______ M lbLoads imposes by tensioning items
    
    ______ M lbAdditional loads
    
    ______  M lb




---



##### 



Equipment assembled as followsEquipment
    
    Description (type, brand, model, size, etc.)Drawworks
    
    Ideco 525; 750 HPAuxiliary broke
    
    Parmac V80 Hydromantic
 
   Drawworks
    
    Hook load
    
    Sec. to Hook speed
    
    Hook
    
    N° ofRelation M pounds
    
    Lift 1(one)
    
    foot/min calculated
    
    linesBar
    
    
    
    Power
  N° linesSec. to Hook speed
    
    to theHook load
    
    1(one)
    
    travellingM lb
    
    bar
    
    block
    
    Observations




---



##### 



Specifications Pumps
    
    (1) Principal
    
    (2) Auxiliary
    
    (3) AuxiliaryBrand (manufacturer)
    
    G. DENVER
    
    G. DENVERCODEL
    
    PZ-8
    
    PZ-9Input Power
    
    750 HP
    
    1000 HPRPM
    
    140 x 8 Inches
    
    130 x 9 Inches
 Service conditions
    
    High Vol.
    
    High Press.
    
    High Vol.
    
    High Press.
    
    High Vol.
    
    High Press.Jacket diameter
Max.- Min.
    
    
    6 1/2
    
    
    
    5
    
    
    
    7
    
    
    
    5 1/2Corresp. Working
Pressure (measure)
    
    
    2315
    
    
    
    3912
    
    
    
    2639
    
    
    
    4274483@140
    
    
    
    286@140
    
    
    
    585@130
    
    
    
    361@130Observed PerformanceTests DatesPumps RPM during
testEngine during testPressure on stand
pipe PSIMeasured GPMGPM
calculated......%ef.
Vol.Outpump HHP
 
 **
    
    Engines providing power to mud pump.




---



##### 



Continuous performance testedby manufacturer at the speed stated byN°
    
    Brand
    
    Model
    
    the owners instruction manual1
    
    Catepillar
    
    D-398
    
    800 HP
    
    a 1200 RPM2
    
    Catepillar
    
    D-399
    
    800 HP
    
    a 1200 RPM




---



##### 



7.
    
    Pipes maximum capacity on the setback 250 M lb8.
    
    Rotary table maximum bearing capacity regardless of the load on setback 300 M lb9.
    
    Side load capacity (only for towers)  lb
 
 HP HOOK
    
    HOOK LOAD
    
    HOOK VELOCITYPerformance observed
pulling ______ M lb ____ ft/min. ____ ft/min.




---



##### 



16.
    
    Main Pump17.
    
    Auxiliary Pump18.
    
    Auxiliary Pump
   5.
    
    Rotary table : Brand : G. Denver Model :RT 22.5 API opening:
22 1/26.
    
    Independently commanded table, max.  RPM7.
    
    Independently command unit, Brand  Model:8.
    
    Command unit, engine, Brand, Model: HP Continuous capacity.5.
    
    Table commanded through the switchboardChange I 0 RPM to 130 RPM Change III___RPM to___RPMChange II 0 RPM to 250 RPM Change IV___RPM to___RPM
  Drill PipeString:
    
    1Nominal diameter:
    
    4 1/2 InchesWeight per foot:
    
    19.5 lb/ftAPI degree:
    
    E-75;G-105Overall Length
    
    9900 FeetJoints size and type:
    
    NC46Outside diameter:
    
    6.25 InchesLast inspection dateInspection methodClass
 N° of tubes per inspection
    
    
    
    
    
    Premium330
    
    
    
    1___
    
    
    ___
    
    
    
    2___
    
    
    ___
    
    
    
    3




---



##### 



Quantity
    
    
    3
    
    
    
    25Max. Diam. Ext (1/16 inches)
    
    
    8
    
    
    
    6.5Min. Int. diam (1/6 inches)
    
    
    3
    
    
    
    2 1/4Average length
    
    
    30
    
    
    
    30Approx. string of drill pipe weight
    
    13.5 M LB
    
    76.5M LBJoints, size and type
    
    6 5/8 REG
    
    
    NC46
  Mud PitsNumber
    
    Dimensions
    
    Capacity (per unit)1
    
    
    
    28 m32
    
    
    
    28 m33
    
    
    
    28 m3
   Number
    
    Brand
    
    Type
    
    Capacity1
    
    Kayac
    
    6 X 5
    
    1000 GPM2
    
    Kayac
    
    6 X 5
    
    1000 GPM
  Number
    
    Brand
    
    Type
    
    HP1
    
    Siemens
    
    3x380V
    
    30 HP2
    
    Siemens
    
    3x380V
    
    30 HP
  
 
 Desander:
    
    Brand
    
    Model
    
    Capacity gal/minMK 10
    
    2X 10
    
    
    1000
 Desander Pump:
    
    Brand
    
    Type
    
    Capacity gal/minMission
    
    6 X 5
    
    
    1000
  Brand
    
    Model
    
    HPWeg
    
    Triphasic 3x380V
    
    60 HP
 Well control equipmentBOPN° Brand
    
    Model
    
    Size of flange
    
    Interior Diam Working pressure




---



##### 



Continuous performance testedby manufacturer at the speed stated byN°
    
    Brand
    
    Model
    
    the owner's instruction manual1
    
    Catepillar
    
    D-398
    
    800 HP
    
    a 1200 RPM2
    
    Catepillar
    
    D-399
    
    1060 HP
    
    a 1200 RPM




---



##### 



10.
    
    Pipes maximum capacity on the setback 300 M lb11.
    
    Rotary table maximum bearing capacity regardless of the load on setback 500 M lb12.
    
    Side load capacity (only for towers)  lb
 
 HP HOOK
    
    HOOK LOAD
    
    HOOK VELOCITYPerformance observed
pulling ______ M min/min. ____ ft/min.




---



##### 



19.
    
    Main Pump20.
    
    Auxiliary Pump21.
    
    Auxiliary Pump
 
 9.
    
    Rotary table : Brand : G. Denver Model :RT 22.5 API opening:
22 1/2"10.
    
    Independently commanded table, max. RPM11.
    
    Independent command unit, Brand  Model:12.
    
    Command unit, engine, Brand, Model:
 HP Continuous capacity.13.
    
    Table commanded through the switchboard
    Drill PipeString:
    
    1Nominal diameter:
    
    4 1/2 InchesWeight per foot:
    
    19.5 lb/ftAPI degree:
    
    E-75;G-105Overall Length
    
    9900 FeetJoints size and type:
    
    NC46Outside diameter:
    
    6.25 InchesLast inspection dateInspection methodClass
 N° of tubes per inspection
    
    
    
    
    
    Premium330
    
    
    
    123




---



##### 



Quantity
    
    
    3
    
    
    
    25Max. Diam. Ext (1/16 inches)
    
    
    8
    
    
    
    6.5Min. Int. diam (1/6 inches)
    
    
    3
    
    
    
    2 1/4Average length
    
    
    30
    
    
    
    30Approx. string of drill pipe weight
    
    13.5 M LB
    
    76.5 M LBJoints, size and type
    
    6 5/8 REG
    
    
    NC46
  Mud PitsNumber
    
    Dimensions
    
    Capacity (per unit)1
    
    
    
    28 m32
    
    
    
    28 m33
    
    
    
    28 m3
   Number
    
    Brand
    
    
    Type
    
    
    Capacity1
    
    Kayac
    
    
    6 X 5
    
    
    1000 GPM2
    
    Kayac
    
    
    6 X 5
    
    
    1000 GPM
  Number
    
    Brand
    
    
    Type
    
    
    HP1
    
    Weg
    
    
    3x380V
    
    
    60 HP2
    
    Electromac
    
    
    3x380V
    
    
    30 HP
    Desander:
    
    Brand
    
    
    Model
    
    
    Capacity gal/minMK 10
    
    
    2X 10
    
    
    
    1000
 Desander Pump: Brand
    
    Type
    
    
    Capacity gal/minMission
    
    
    6 X 5
    
    
    
    1000
  Brand
    
    Model
    
    
    HPWeg
    
    
    3x380V
    
    
    60 HP




---



##### 



HYDRILL GK ANNULAR
    
    
    11
    
    
    
    3,000SHAFFER LWS DOUBLE
    
    
    11
    
    
    
    3,000
   Kelly cock:
    
    Brand   Omsco
    
    Model UpperDrill pipe safety valve:
    
    brand   Omsco
    
    Model LowerDegasser:
    
    Brand SWACO
    
    Model Vacuum D-Gasser
       þ o
  Number
    
    Brand
    
    Model
    
    Type
    
    Capacity, KW1
    
    Cramaco
    
    G2R
    
    3x380/220V-50Hz
    
    500 KVA2
    
    Kato
    
    SR4
    
    3x380/220V-50Hz
    
    205 KVA
  Number
    
    Brand
    
    Model
    
    HP1
    
    Volvo
    
    TDA 1631
    
    6602
    
    Caterpillar
    
    3406
    
    360
 þ o




---



##### 



3  3    3




---



##### 



1. Mast or Tower
    
    Capacitywind load capacity, without drill pipe stow
    
    100 mphStowage capacity of drill pipe of 4 1/2 inches 11000 feetHooks static load
capacity (whit 10 lines holding 550M pounds travelling block)
 2. Core bit
    
    Lee C. More
    
    
    6
    
    
    350 tons(1) Brand
    
    (2) weight
    
    (3) N° of pulleys3.Traveling Block
    
    Ideco
    
    
    5
    
    
    250 tons(1) Brand
    
    (2) weight
    
    (3) N° of pulleys
 22. Hook: Unitized
    
    250     tons23. Plushing head: National 69
    
    300     tons24. Lifting arms: 2 1/4 x 108
    
    250     tons25. Drillpipe elevator: Varco
    
    250     tons26. Casing elevators: BK
    
    350     tons27. Drilling line (hook load capacity)
    
    432     M pounds
 6 x 19
    
    1 1/4
    
    EIPS
    
    IWRC
    
    158,8 M LB
    
    
    3
    
    
    
    10Classification
    
    Diam.
    
    Degree
    
    Care
    
    Api breakage
    
    Safety factor
    
    N° of LinesResistivity




---



##### 



Substructure: Brand Lee C. MooreBrand Model
or typeGround height
    
    10        feetWidth
    
    22        feetLength
    
    8        feet
  To use with towers (masts) with gook load capacity
    
    550     M lbMaximum mean lower low water pipe capacity
    
    300    M lbMaximum bearing capacity
    
    500     M lbSide load capacity (for only towers)
    
    M lbLoads imposes by tensioning items
    
    M lbAdditional loads
    
    M lb




---



##### 



Equipment assembled as followsEquipment
    
    Description (type, brand, model, size, etc.)Drawworks
    
    G. Denver 700; 800 HPAuxiliary broke
    
    ParmacTransmission system engine elevation
    
    ChainsElevation engines
    
    Two Caterpillar 3406 E; 420 HP@
1800 RPMObserved test information  elevation
 DrawworksRelation
    
    Hook load
    
    
    Sec. to
    
    
    Hook speed
    
    
    Hook calculated
    
    
    N° ofM pounds
    
    

Lift
1 (one) Bar
    
    
    foot/min
    
    
    power
    
    
    lines
  N° linesHook load
    
    Sec. to
    
    
    
    to theM lb
    
    1(one)
    
    
    
    travellingbar
    
    Hook speed
    
    block
    
    Observations




---



##### 



Specifications Pumps
    
    (1) Principal
    
    (2) Auxiliary
    
    (3) AuxiliaryBrand (manufacturer)
    
    National
    
    G. DenverCODEL
    
    9-P-100
    
    PZ-8Input Power
    
    1000 HP
    
    750 HPRPM
    
    140 X 9 1/4 inches
    
    140 X 8 inches
 High
    
    
    
    HighService conditions
    
    High Vol.
    
    High Press.
    
    High Vol.
    
    Press.
    
    High Vol.
    
    Press.Jacket diameter
Max.- Min.
    
    
    6 1/4
    
    
    
    5
    
    
    
    6 1/2
    
    
    
    5Corresp. Working
Pressure (measure)
    
    
    2790
    
    
    
    4360
    
    
    
    2639
    
    
    
    4274516@140
    
    
    
    330@140
    
    
    
    483@140
    
    
    
    286@130Observed PerformanceTests DatesPumps RPM during
testEngine during testPressure on stand 
pipe PSIMeasured GPMGPM
calculated.....%ef.
Vol.Outpump HHP
 
 **
    
    Engines providing power to mud pump.




---



##### 



Continuous performance testedby manufacturer at the speed stated by theownersN°
    
    brand
    
    Model
    
    instruction manual1
    
    Catepillar
    
    D-3512
    
    1000 HP
    
    a 1200 RPM2
    
    Catepillar
    
    D-398
    
    800 HP
    
    a 1200 RPM




---



##### 








---



##### 



High Flow Service
    
    
    
    High Pressure ServiceGal/min.
    
    psi
    
    HHp
    
    gal/min
    
    psi
    
    HHpMain PumpAuxiliary PumpAuxiliary Pump
 
 
 
 F. Specifications of string of drillpipeDrill PipeString:
    
    
    1Nominal diameter:
    
    
    4 1/2
    
    
    InchesWeight per foot:
    
    
    19.5
    
    
    lb/ftAPI degree:
    
    
    E-75;G-105Overall Length
    
    
    9900
    
    
    FeetJoints size and type:
    
    

    NC46Outside diameter:
    
    
    6.25
    
    
    InchesLast inspection dateInspection methodClass
 N° of tubes per inspection
    
    
    
    
    
    Premium300
    
    
    
    123




---



##### 



Quantity
    

    3

    

25Max. Diam. Ext (1/16 inches)
    

8

    

6.5Min. Int. diam (1/6 inches)
    

3

    

2 1/4Average length
    

30

    

30Approx. string of drill pipe weight
    
    13.5 M LB
    
    76.5M LBJoints, size and type
    
    6 5/8 REG
    
    NC46
 G. Auxiliary equipmentMud PitsNumber
    
    Dimensions
    
    Capacity (per unit)1
    
    
    
    25 m32
    
    
    
    40 m33
    
    
    
    40 m3
   Number
    
    Brand
    
    
    Type
    
    
    Capacity1
    
    Kayac
    
    
    6X5
    
    
    1000 GPM2
    
    Kayac
    
    
    6X5
    
    
    1000 GPM
  Number
    
    Brand
    
    
    Type
    
    
    HP1
    
    Weg
    
    
    3x380V
    
    
    60 HP2
    
    Weg
    
    
    3x380V
    
    
    60 HP
    Desander:
    
    Brand
    
    Model
    
    Capacity gal/minMK 10
    
    2 x 10
    
    
    1000
 Desander Pump: Brand
    
    Type
    
    Capacity gal/minKayac
    
    6 X 5
    
    
    1000
  Brand
    
    Model
    
    HPSiemens
    
    3x380V
    
    60 HP
 
 N° Brand
    Model
    Size of flange
    
    Interior Diam
    
    Working pressureHYDRILL
    GK
    Annular
    
    
    11
    
    
    
    3,000




---



##### 



N° Brand
    
    Model Size of flange
    
    Interior Diam
    
    Working pressureSHAFFER
    
    LWS      DOUBLE
    
    
    
    11
    


    3,000
   Kelly cock:
    
    Brand Omsco
    
    Model UpperDrill pipe safety valve:
    
    brand Omsco
    
    Model LowerDegasser:
    
    Brand SWACO
    
    Model Vacuum D-Gasser
       þ o
  Number
    
    Brand
    
    Model
    
    Type
    
    Capacity, KW1
    
    Cartepillar
    
    SR4
    
    3x380/220V-50Hz
    
    400 KVA2
    
    Caterpillar
    
    SR4
    
    3x380/220V-50Hz
    
    320 KVA
  Number
    
    Brand
    
    Model
    
    HP1
2
    
    Cartepillar
Caterpillar
    
    3408
3406
    
    420
300
 þ o




---



##### 



Mud Material Storage  Description:One 40 ft containerCement storage capacityFresh water storage capacity Two 60 m3 tanksDiesel oil storage capacity One 40 m3tanks
 3




---



##### 



1. Mast or Tower
    
    CapacityWind load capacity, without drill pipe stow
    
    100 mphWind load capacity whit 7500 feet in drill pipe stow
    
    75 mphStowage capacity of drill pipe of 4 1/2 inches
    
    7500 feetHooks static load capacity (whit 6 lines holding 250 M pounds travelling block)
 2. Core bit
    
    Lee C. More
    
    
    
    5 120 tons(1) Brand
    
    (2) weight
    
    (3) N° of pulleys
 3. Traveling Block
    
    Ideco UTB 160
    
    
    
    4 160 tons(1) Brand
    
    (2) weight
    
    (3) N° of pulleys
 28.
    
    Hook: Unitized
    
    160 tons29.
    
    Plushing head: National 69
    
    200 tons30.
    
    Lifting arms: 2 1/4 x 108
    
    250 tons31.
    
    Drillpipe elevator: Varco
    
    250 tons32.
    
    Casing elevators: BK
    
    150 tons33.
    
    Drilling line (hook load capacity)
    
    227 M pounds




---



##### 



Substructure: Brand IdecoBrand Model or typeGround height
    
    
    
    11 feetWidth
    
    
    
    6.5 feetLength
    
    
    
    18 feet
 Rotary table ground level height up to bellow the beans
    
    6 feet 6 inchesTo use with towers (masts) with gook load capacity
    
    250 M lbMaximum mean lower low water pipe capacity
    
    203M lbMaximum bearing capacity
    
    305 M lbSide load capacity (for only towers)
    
    M lbLoads imposes by tensioning items
    
    M lbAdditional loads
    
    M lb




---



##### 



Equipment assembled as followsEquipment
    
    Description (type, brand, model, size, etc.)Drawworks
    
    Ideco H-40; 500 HPAuxiliary broke
    
    Parmac 22 HydromanticTransmission system engine elevation
    
    ChainsElevation engines
    
    Two x Scania DS-11, 360 HP, 1800
RPMObserved test information  elevation
 DrawworksRelation
    
    Hook load
    
    
    Sec. to
    
    
    Hook speed
    
    
    Hook calculated
    
    
    N° ofM pounds
    
    
    Lift 1 (one) Bar
    
    
    foot/min
    
    
    power
    
    
    lines
  N° linesHook load
    
    Sec. to
    
    
    
    to theM lb
    
    1(one)
    
    
    
    travellingbar
    
    Hook speed
    
    block
    
    Observations




---



##### 



Specifications Pumps
    
    (1) Principal
    
    (2) Auxiliary
    
    (3) AuxiliaryBrand (manufacturer)
    
    G. DENVER
    
    G. DENVERCODEL
    
    PZ-8
    
    PZ-8Input Power
    
    750 HP
    
    1000 HPRPM
    
    140 x 8 Inches
    
    130 x 9 Inches
 High
    
    HighService conditions
    
    High Vol.
    
    High Press.
    
    High Vol.
    
    High Press.
    
    Vol.
    
    Press.Jacket diameter
Max.- Min.
    
    
    6 1/2
    
    
    
    5
    
    
    
    7
    
    
    
    5Corresp. Working
Pressure (measure)
    
    
    2315
    
    
    
    3912
    
    
    
    2315
    
    
    
    3912483@140
    
    
    
    286@140
    
    
    
    483@140
    
    
    
    286@140Observed PerformanceTests DatesPumps RPM during
testEngine during testPressure on stand pipe PSIMeasured GPMGPM
calculated...... %ef.
Vol.Outpump HHP




---



##### 



N°
    
    Brand
    
    Model
    
    Continuous performance testedby manufacturer at the speed stated by theowners instruction manual
 1
2
    
    Catepillar
Catepillar
    
    D-398
D-398
    
    800 HP
800 HP
    
    a 1200 RPM
a 1200 RPM




---



##### 



1. Pipes maximum capacity on the setback

    350 M lb2. Rotary table maximum bearing capacity regardless of the load on setback

    450 M lb3. Side load capacity (only for towers)


lb
 
 HP HOOK
    
    HOOK LOAD
    
    HOOK VELOCITYPerformance observed pulling  M min/min.  ft/min.




---



##### 



High Flow Service
    
    
    
    High Pressure ServiceGal/min.
    
    psi
    
    HHp
    
    gal/min
    
    psi
    
    HHp34. Main Pump35. Auxiliary Pump36. Auxiliary Pump
 
 
 F. Specifications of string of drillpipeDrill PipeString:
    
    
    1Nominal diameter:
    
    
    4 1/2
    
    
    InchesWeight per foot: 
API degree:
    
    
    19.5
E-75;G-105
    
    
    lb/ftOverall Length
    
    
    9900
    
    
    FeetJoints size and type:
    
    
    NC46Outside diameter:
    
    
    6.25
    
    
    InchesLast inspection dateInspection methodClass
 N° of tubes per inspection
    
    
    
    
    
    Premium330
    
    
    
    123




---



##### 



Quantity
    
    
    3
    
    
    
    25Max. Diam. Ext (1/16 inches)
    
    
    8
    
    
    
    6.5Min. Int. diam (1/6 inches)
    
    
    3
    
    
    
    2 1/4Average length
    
    
    30
    
    
    
    30Approx. string of drill pipe weight
    
    13.5 M LB
    
    76.5M LBJoints, size and type
    
    6 5/8 REG
    
    NC46
  Mud PitsNumber
    
    Dimensions
    
    Capacity (per unit)1
    
    
    
    37 m32
    
    
    
    43 m33
    
    
    
    20 m3
   Number
    
    Brand
    
    Type
    
    Capacity1
    
    Kayac
    
    6 X 5
    
    1000 GPM2
    
    Kayac
    
    6 X 5
    
    1000 GPMb. Drive impellerNumber
    
    Brand
    
    Type
    
    HP1
    
    U.S. Electrical
    
    3x380V
    
    75 HP2
    
    U.S. Electrical
    
    3x380V
    
    75 HP
    Desander:
    
    Brand
    
    Model
    
    Capacity gal/minMK 10
    
    2X 10
    
    1000
 Desander Pump:
    
    Brand
    
    Type
    
    Capacity gal/minMission
    
    
    6 X 5
    
    
    
    1000
  Brand
    
    Model
    
    HPU.S. electrical
    
    3x340V
    
    75 HP




---



##### 



N° Brand
    
    Model
    
    Size of flange
    
    Interior Diam
    
    Working pressureHYDRILL
    
    GK
    
    ANNULAR
    
    
    11
    
    
    
    3,000SHAFFER
    
    LWS
    
    DOUBLE
    
    
    11
    
    
    
    3,000
   Kelly cock:
    
    Brand
    
    Omsco
    
    Model UpperDrill pipe safety valve:
    
    brand
    
    Omsco
    
    Model LowerDegasser:
    
    Brand
    
    SWACO
    
    Model Vacuum D-Gasser
       þ o
  Number
    
    Brand
    
    Model
    
    Type
    
    Capacity, KW1
    
    Kato
    
    Brushless
    
    3x600 V/60 Hz
    
    1050 KVA2
    
    Kato
    
    Brushless
    
    3x600 V/60 Hz
    
    1050 KVA3
    
    Kato
    
    Brushless
    
    3x600 V/60 Hz
    
    1050 KVAGenerator impellersNumber
    
    Brand

    Model
    
    HP1
    
    Caterpillar

    D-398
    
    875@1200RPM2
    
    Caterpillar

    D-398
    
    875@1200RPM3
    
    Caterpillar

    D-398
    
    875@1200RPM




---



##### 



3  3    3




---



##### 



1. Mast or Tower
    
    Capacitywind load capacity, without drill pipe stow
    
    100 mphWind load capacity whit 9000 feet in drill pipe stow
    
    80 mphStowage capacity of drill pipe of 4 1/2 inches 10800 feet
  2. Core bit
    
    Lee C. More
    
    
    6
    
    
    190 tons(1) Brand
    
    (2) weight
    
    (3) N° of pulleys3. Traveling Block
    
    Ideco UTB 265
    
    
    5
    
    
    265 tons(1) Brand
    
    (2) weight
    
    (3) N° of pulleys
 4. Hook: Unitized
    
    265 tons5. Plushing head: National 69
    
    300 tons6. Lifting arms: 2 1/4 x 108
    
    250 tons7. Drillpipe elevator: Varco
    
    250 tons8. Casing elevators: Varco
    
    150 tons9. Drilling line (hook load capacity)
    
    292 M pounds
 6 x 19
    
    1 1/8
    
    EIPS
    
    IWRC
    
    130 M LB
    
    3
    
    8Classification
    
    Diam.
    
    Degree
    
    Care
    
    Api breakage
    
    Safety factor
    
    N° of LinesResistivity




---



##### 



Substructure:
Brand Lee C. Moore _______________Substructure:
Brand Model or type _______________Ground height:
    
    12    feetWidth:
    
    22    feetLength:
    
    8   feetRotary table ground level height up to bellow the beans
    
    9 feet 10 inchesTo use with towers (masts) with gook load capacity
    
    280  M lbMaximum mean lower low water pipe capacity
    
    250 M lbMaximum bearing capacity
    
    300  M lbSide load capacity (for only towers)
    ______
    M lbLoads imposes by tensioning items
    ______
    M lbAdditional loads
    ______
    M lb




---



##### 



1. Mast or Tower
    
    Capacitywind load capacity, without drill pipe stow
    
    100 mphWind load capacity whit 10000 feet in drill pipe stow
    
    80 mphStowage capacity of drill pipe of 4 1/2 inches 10500 feetHooks static load capacity (whit 10 lines holding 500M pounds travelling block)
 2. Core bit
    
    D.S.I
    
    5 x 42 +1 x 60
    
    320 tons(1) Brand
    
    (2) weight
    
    (3) N° of pulleys3.Traveling Block
    
    Ideco UTB265
    
    
    5
    
    
    265 tons(1) Brand
    
    (2) weight
    
    (3) N° of pulleys
 4. Hook: Unitized
    
    265 tons5. Plushing head: National P-300
    
    300 tons6. Lifting arms: Varco BUJ 2 1/4 x 108
    
    250 tons7. Drillpipe elevator: Varco-BJ
    
    250 tons8. Casing elevators: Varco
    
    350 tons9. Drilling line (hook load capacity)
    
    351 M lb
 6 x 19
    
    1 1/8
    
    EIPS
    
    IWRC
    
    130 M LB
    
    
    3
    
    
    
    10Classification
    
    Diam.
    
    Degree
    
    Care
    
    Api breakage
    
    Safety factor
    
    N° of LinesResistivity




---



##### 



Substructure:
Brand D.S.I __________Brand Model
or type _____________Ground height:
    
    22    feetWith:
    
    28   feetLength:
    
    20   feetRotary table ground level height up to bellow the beans
    
    18 feet ___ inchesTo use with towers (masts) with gook load capacity
    
    500  M lbMaximum mean lower low water pipe capacity
    
    350 M lbMaximum bearing capacity
    
    450 M lbSide load capacity (for only towers)
    
    ___ M lbLoads imposes by tensioning items
    
    ___ M lbAdditional loads
    
    ___ M lb




---



##### 



Equipment assembled as followsEquipment
    
    Description (type, brand, model, size, etc)Drawworks
    
    National 610-E; 750 HPAuxiliary broke
    
    Parmac V80 HydromanticTransmission system engine elevation
    
    ChainsElevation engines
    
    G. Electric GE-752 1000 HP; 1000 RPMObserved test information  elevation
 DrawworksRelation
    
    Hook load
    
    
    Sec. to
    
    
    Hook speed
    
    
    Hook calculated
    
    
    N° ofM pounds
    
    
    Lift 1 (one) Bar
    
    
    foot/min
    
    
    power
    
    
    lines
  N° linesHook load
    
    Sec. to
    
    
    
    to theM lb
    
    1(one)
    
    
    
    travellingbar
    
    Hook speed
    
    block
    
    Observations




---



##### 



Specifications Pumps
    
    (1) Principal
    
    (2) AuxiliaryBrand (manufacturer)
    
    National
    
    National
    
 (3) AuxiliaryModel
    
    8-P-80
    
    8-P-80Input Power
    
    800 HP
    
    800 HPRPM
    
    150 X 8 inches
    
    150 X 8 inches
 Service conditions
    
    High Vol.
    
    High Press.
    
    High Vol.
    
    High Press.
    
    High Vol.
    
    High Press.Jacket diameter
Max.- Min.
    
    
    6 1/4
    
    
    
    5
    
    
    
    6 1/4
    
    
    
    5Corresp. Working
Pressure (measure)
    
    
    2315
    
    
    
    3912
    
    
    
    2280
    
    
    
    3560508@150
    
    
    
    324@150
    
    
    
    508@150
    
    
    
    324@150Observed PerformanceTests DatesPumps RPM during testEngine during testPressure on stand 
pipe PSIMeasured GPMGPM
calculated......%ef.
Vol.Outpump HHP
 
 **
    
    Engines providing power to mud pump.




---



##### 



Continuous performance testedby manufacturer at the speed stated byN°
    
    Brand
    
    Model
    

 the owners instruction manual1
    
    G. Electric
    
    GE 752
    
    1000 HP a 1000 RPM2
    
    G. Electric
    
    GE 752
    
    1000 HP a 1000 RPM




---



##### 



1.
    
    Pipes maximum capacity on the setback 250 M lb2.
    
    Rotary table maximum bearing capacity regardless of the load on setback 300 M lb3.
    
    Side load capacity (only for towers)  lb
 
 HP HOOK
    
    HOOK LOAD
    
    HOOK VELOCITYPerformance observed pulling ______ M min/min.____ ft/min.




---



##### 



37.
    
    Main Pump38.
    
    Auxiliary Pump39.
    
    Auxiliary Pump
 
 19.
    
    Rotary table : Brand: G. Denver Model :RT 22.5 API opening: 22 1/2"20.
    
    Independently commanded table, max. RPM21.
    
    Independent command unit, Brand  Model:22.
    
    Command unit, engine, Brand, Model:  HP Continuous capacity.23.
    
    Table commanded through the switchboard
 
  Drill PipeString:
    
    1Nominal diameter:
    
    4 1/2 InchesWeight per foot:
    
    19.5 lb/ftAPI degree:
    
    E-75;G-105Overall Length
    
    9900 FeetJoints size and type:
    
    NC46Outside diameter:
    
    6.25 InchesLast inspection dateInspection methodClass
 N° of tubes per inspection
    
    
    
    
    
    Premium330
    
    
    
    123




---



##### 



Quantity
    
    
    3
    
    
    
    25Max. Diam. Ext (1/16 inches)
    
    
    8
    
    
    
    6.5Min. Int. diam (1/6 inches)
    
    
    3
    
    
    
    2 1/4Average length
    
    
    30
    
    
    
    30Approx. string of drill pipe weight
    
    
    13.5 M LB
    
    
    76.5M LBJoints, size and type
    
    
    6 5/8 REG
    
    
    NC46
  Mud PitsNumber
    
    Dimensions
    
    Capacity (per unit)1
    
    
    
    28 m32
    
    
    
    28 m33
    
    
    
    28 m3
   Number
    
    Brand
    
    Type
    
    Capacity1
    
    Kayac
    
    6 X 5
    
    1000 GPM2
    
    Kayac
    
    6 X 5
    
    1000 GPM
  Number
    
    Brand
    
    Type
    
    HP1
    
    Marathon
    
    3x380V
    
    60 HP2
    
    Marathon
    
    3x380V
    
    60 HP
    Desander:
    
    Brand
    
    Model
    
    Capacity gal/minSwaco
    
    2 x 10
    
    
    1000
 Desander Pump:
    
    Brand
    
    Type
    
    Capacity gal/minKayac
    
    6 x 5
    
    
    1000
  Brand
    
    Model
    
    HPMarathon
    
    3x380V
    
    60 HP




---



##### 



HYDRILL GK ANNULAR
    
    
    11
    
    
    
    3,000SHAFFER LWS DOUBLE
    
    
    11
    
    
    
    3,000
   Kelly cock:
    
    Brand Omsco
    
    Model UpperDrill pipe safety valve:
    
    brand Omsco
    
    Model LowerDegasser:
    
    Brand SWACO
    
    Model Vacuum D-Gasser
       Reducing and regulator valve?
    
    Si þ
    
    No o
  Number
    
    Brand
    
    Model
    
    Type
    
    Capacity, KW1
    
    Cramaco
    
    G2R
    
    3x380/220V/50Hz
    
    500 KVA2
    
    Caterpillar
    
    SR4
    
    3x380/220V/50Hz
    
    265 KVA
  Number
    
    Brand
    
    
    Model
    
    
    
    HP1
    
    Volvo
    
    
    TDA 1631
    
    6602
    
    Caterpillar
    
    
    
    
    3406

    
    360




---



##### 



3  3    3




---



##### 



Equipment assembled as followsEquipment
    
    Description (type, brand, model, size, etc.)Drawworks
    
    Card well DW 500 M; 650 HPAuxiliary broke
    
    Parmac V80 hydromaticTransmission system engine elevation
    
    ChainsElevation engines
    
    Two Scania DS-11; 360 HP; 1800
RPMObserved test information  elevation
 DrawworksRelation
    
    Hook load
    
    
    Sec. to
    
    
    Hook speed
    
    
    Hook calculated
    
    
    N° ofM pounds
    
    
    Lift 1 (one) Bar
    
    
    foot/min
    
    
    power
    
    
    lines
  N° linesHook load
    
    Sec. to
    
    
    
    to theM lb
    
    1(one)
    
    
    
    travellingbar
    
    Hook speed
    
    block
    
    Observations




---



##### 



Specifications Pumps
    
    (1) Principal
    
    (2) Auxiliary
    
    (3) AuxiliaryBrand (manufacturer)
    
    G. Denver
    
    G. DenverCODEL
    
    PZ-8
    
    PZ-9Input Power
    
    750 HP
    
    1000 HPRPM
    
    140 X 8 inches
    
    130 X 9 inches
 Service conditions
    

High Vol.
    

High Press.
    

High Vol.
    
    High Press.
    
    High Vol.
    
    High Press.Jacket diameter
Max.- Min.
    
    
    6 1/2
    
    
    
    5
    
    
    
    7
    
    
    
    5 1/2Corresp. Working
Pressure (measure)
    
    
    2315
    
    
    
    3912
    
    
    
    2639
    
    
    
    4274483@140
    
    
    
    286@140
    
    
    
    585@130
    
    
    
    361@130Observed PerformanceTests DatesPumps RPM during
testEngine during testPressure on stand
pipe PSIMeasured GPMGPM
calculated ______ %ef.
Vol.Outpump HHP
 
 **
    
    Engines providing power to mud pump.




---



##### 



N°
    
    Brand
    
    Model
    

Continuous
performance testedby
manufacturer at the speed stated by theowners
instruction manual1
    
    Catepillar
    
    D-398
    
    800 HP
    
    a 1200 RPM2
    
    Catepillar
    
    D-398
    
    1060 HP
    
    a 1200 RPM




---



##### 








---



##### 



APPENDIX II: TECHNICAL APPENDIX
 II.B  WELL COMPLETION AND WORKOVER AT THE GULF OF SAN JORGE  MANAGEMENT UNIT
 TABLE OF CONTENTS
 SECTION 1: LOCATION OF THE WELLS.
    
    Page 3SECTION 2: PERFORMANCE OF THE WORKS.
    
    Page 3SECTION 3: TARIFFS.
    
    Page 3SECTION 4: COMPLETION AND WORKOVER METHODS AND PRACTICES.
    
    Page 4SECTION 5: INFORMATION RECORDING ON COMPLETION AND WORKOVER OPERATIONS.SECTION 6: MATERIALS, EQUIPMENT, SERVICES, PERSONNEL, ETC. PROVIDED BY DLS
DURING THE COMPLETION AND WORKOVER OPERATIONS.
    
    Page 5SECTION 7: MATERIALS, SUPPLIES, EQUIPMENT, SERVICES, PERSONNEL, ETC.
PROVIDED BY PAE DURING THE COMPLETION AND WORKOVER OPERATIONS.
    
    Page 10SECTION 8: CONDITION OF THE EQUIPMENT  REPAIRS.
    
    Page 15SECTION 9: SITE  TRANSIT PERMIT.
    
    Page 15SECTION 10: MISCELLANEOUS LIABILITIES.
    
    Page 16SECTION 11: RELATIONSHIPS WITH DLS.
    
    Page 17SECTION 12: AMENDMENTS TO THE SCHEDULE.
    
    Page 17SECTION 13: RECORDING SYSTEM OF THE ALLIANCE.
    
    Page 18SECTION 14: CONFIDENTIAL INFORMATION.
    
    Page 18




---



##### 



APPENDIX II: TECHNICAL APPENDIX
 II.B  WELLS COMPLETION AND WORKOVER AT THE GULF OF SAN JORGE  MANAGEMENT UNIT
 
  
 
   
 3.1
    
    General provisionsPAE shall pay DLS for the services rendered on the basis of the tariffs defined herein below:3.2
    
    Waiting Hourly Rate (Stand By). (According to Appendix I  Prices)When the continuance of the completion and workover works is delayed at PAEs instruction
due to the fact that PAE is waiting for instructions, materials, locations, roads, day
light to carry out transports and other circumstances that do not constitute an event of
force majeure or Act of God.PAE may decide to put one or more pieces of equipment on hold and during such period DLS
shall be paid the Waiting Hourly Rate. There are no time limitations with respect to on
hold situations and the equipment may remain assembled on the well, on the Oilfield or at
DLSs yard while such situations remain.3.3
    
    Operation Hourly Rate. According to Appendix I  Prices.This hourly rate shall apply per each working hour, or a fraction thereof, of the equipment
working during the performance of workover or completion services in the well.3.4
    
    Climate Factor Rate. According to Appendix I  Prices.This hourly rate shall apply when the working of the equipment is interrupted due to
climatic reasons that prevent the ordinary performance of the operation.




---



##### 



3.5
    
    Transport of Equipment Rate (along the same flange). According to Appendix I  Prices.This rate comprises charges for transport and assemblage and dismantling of Completion
equipment and its accessories between two locations within the same flange at a distance
not exceeding 20Km.3.6
    
    Charge rate for distance in kilometers. According to Appendix I  Prices.This rate shall apply for any distance in kilometers in excess of 20Km.3.7
    
    Transport of Equipment Rate (between the North and the South flanges). According to Appendix
I  Prices.This rate comprises charges for transport and assemblage and dismantling of Completion
equipment and its accessories between two locations within different flanges.
 
 4.1
    
    Due diligence.DLS shall commence the works on the date indicated by PAE and shall continue to perform
them with due diligence and care, in accordance with good oilfields practices, keeping the
equipment in optimum working conditions and using competent personnel.DLS shall employ all necessary care and diligence (in particular but not limited to, the
closure of valves), in order to avoid contamination of the phreatic layers, the
deterioration of the land, field, livestock, premises and, in general, in order to avoid
damages to PAE and to third parties. The protection of the environment shall be governed by
the ISO 14001 Environmental Management System, certified by PAE.4.2
    
    Required qualityWith the exceptions necessary for the Gulf of San Jorge, the BP well
operations policy shall apply.PAEs operation procedures and/or guidelines shall be used.In the cases where there are no regulations in force, the minimum standards required are
the ones established by the API recommendations.Simulation schedules regarding fire, wildwell, environment and first aids shall be duly
fulfilled and the results thereof shall be recorded and analyzed.It is hereby agreed that the tools provided by DLS (test bridge plug and packer) shall be
able to be set and work properly at least in three (3) occasions. In case the tools can be
successfully set in less than 3 occasions, DLS shall be responsible of replacing such tools
and for the time spent as a result, which shall be recorded in the field report as no
charge (N/C).4.3
    
    Controlled testsFor the purpose of facilitating ongoing improvements to the completion and workover
processes defined in the Agreement, changes in the methodology, introduction of
technologies, change of practices, new mud formulas, etc. shall be carried out through
Controlled Tests (according to the PG-AE-PF-01 procedure) and the results shall determine
the adoption or rejection of the proposed changes.4.5
    
    Fire and blow outs prevention
 a.
    
    DLS shall use all possible means to control and avoid fires and blow outs and
to protect the well. No fire shall be allowed within a 50 meter perimeter around the
well. In case it was necessary to perform welding works on the equipment or in the
surrounding area,




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##### 



an authorization to perform hot working from the representative in the Area (Team
Leader).b.
    
    The B.O.P. shall be placed at the well head in the 5 1/2  or 7 pipe during
all completion and workover operations and shall be kept in optimum working
conditions. In this respect, DLS shall examine and test the working conditions of the
B.O.P. valves and other equipment as provided for by the BOP and Manifold Test 
Environmental Management System IO 22.05 guidelines.DLS shall perform well control simulations through well known procedures;
simulations shall involve all working shifts and shall be carried out once for
every well; the results shall be entered in the completion and workover records.
 
  a)
    
    In swabbing tests
 
    
    Depths of the tested interval
    
    Number of swabbing strokes per hour
    
    Fluids levels
    
    Hourly production
 b)
    
    In surge tests
 
    
    Hourly production
    
    Nozzles used
    
    Dynamic pressure
    
    Static pressure
    
    If gas wasburned
    
    Gas sample (sample tube rack provided by PAE)
 c)
    
    Of the obtained fluid
 
    
    Water, sediments and emulsion percentages.
    
    Oil density.
    
    Formation-water resistivity and pH
    
    Temperatures at which the last two measurements were taken
    
    Salinity measurement expressed as Sodium Chloride by titration with Silver Nitrate.
    
    Concentration of potassium. The measuring kit shall be provided by PAE.
 d)
    
    When samples are collected:In completions of wells or in those repairs where completion is expressly required, the
produced fluid samples shall be preserved in brand new 10 liters polyethylene drums with double
cups for better sealing, on which the following information shall be stated: identification of
the well, hour and date on which the sample was produced, perforated intervals to which the
sample corresponds. This information shall be written on containers surface with indelible
markers or equivalent method to avoid damage or loss of the identification. Samples shall be
taken following the methodology (see Instructions IO 22.03) and the instructions expressly
given by PAEs Completion and Workover Department. (Drums and means of identification provided
by PAE).




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##### 




    
    Application of the Technical and Basic Safety Rules for Drilling, Workover and Pulling
Operations (PG-AE-SE-03 Procedure) for the PAE-DLS Strategic Alliance.
    
    Check list to verify the fulfillment of the PG-AE-SE-03 Procedure. (To be adapted in case
it is necessary)
    
    Dismantling, Transport and Assemblage of Tower Equipment Safety (PG-AE-SE-01 Procedure).
    
    Trucks and hoisting elements Certification and Audit Procedure (IT-AE-TR-05).
    
    Truck drivers shall work a maximum of 12 hours a day.6.1
    
    Completion and Workover Equipment.
    
    To operate with 2 7/8, 2 3/8 or 3 1/2 tubing up to 3,500 meters
    
    Swabbing line necessary to operate to such depth.
    
    The capstan shall have a reverse motion (do not use maneuver rope).
    
    The equipment shall contain all the gear to work with 5,000 psi.6.2
    
    Injection system
    
    Triplex pump apt for operating under the following operation conditions:
    
    a) Normal completion equipment operations: discharge 80 GPM  pressure 3,000 psi.
    
    b) Operations in wells with pressures exceeding 3,000 psi at the well head or that are
defined as of possible high pressure: 80 GPM  pressure 5,000 psi.6.3
    
    B.O.P. and Test Shaft
 6.3.1
    
     B.O.P. installation, service pressure API 3,000 psi:
 
    
    two valves or one double valve with two sets of rams, one of blind rams and one for
the tubing in use. B.O.P. shall be assembled according to PAEs specifications.
    
    Annular preventor.
    
    B.O.P. adapter flange
    
    Hydraulic operation system of the B.O.P. with independent pressure
accumulator and remote controls from the stations, one of which at least over 15
meters away from the equipment.
 6.3.2
    
    Test tree for 3,000 psi working pressure with maneuvering valve, manifold and
lines for 3,000 psi working pressure. The swab cup assembly shall have a swabbing rod
automatic trap.When working with wells at pressures exceeding 3,000 psi at the well head or that are
defined as possibly high pressure wells, a test tree shall be used for 5,000 psi with
maneuvering valve and lines for 5,000 psi working pressure. The swab cup assembly shall
have a swabbing rod automatic trap.
 6.4
    
    Auxiliary equipment.
 
    
    Hydraulic or pneumatic tongs for tubing of 2 7/8, 2 3/8 and 3 1/2.
    
    Automatic slips, elevators and manual slipsfor the above referred tubing.
    
    Hydraulic or pneumatic tong for pumping rods 3/4, 7/8 and 1.
    
    Elevator, slipsand manual wrenches for the referred rods.
    
    Valve and reductions of 3 for 3,000 psi working pressure to close the borehole
in use, 2 3/8, 2 7/8 and 3 1/2 or 5,000 psi as the case may be.
 6.5
    
    Swabbing Equipment.
 
    
    Hydraulic economizer for swabbing line and its packings.
    
    Swabbing rods of 1 1/2
    
    Swab cup holder
    
    Rubber-cupped seals and line and rods economizers




---



##### 



6.6
    
    Laboratory Tools and Equipment
 
    
    M. Decker type weight recorder.
    
    Pressure gage in mud circuit.
    
    Set of nozzles and nozzles holders for gas surge test.
    
    Centrifugal sample separator.
    
    Sample tubes heater.
    
    Resistivity meter.
    
    Injection Mud balance, pH testing paper, thermometers, test tubes.
    
    API Density meters.
    
    Titration kit for Potassium and Nitrates.
 6.7
    
    In Fishing Tools(which shall be available at the Operations Base at all times)
 
    
    Hydraulic and mechanic bumper jars.
    
    Series 150 and 70 overshots for tubings and OBannon for rods in use (as many as
necessary).
    
    Center spears for tubings in use
    
    Adapters and reductions that may be necessary.
    
    5 1/2  7 printers.
    
    Taper taps.
    
    Core bits  Mills
    
    3 1/2  4 3/4, drill collars 4 jts. of each of them with their respective substitutes and
clamps.
 6.8
    
    Well Tools
 
    
    5 1/2 and 7 junk baskets for casing.
    
    Casing scrapers for 5 1/2 and 7.
    
    Conventional recoverable plugs and packers for 5 1/2 and 7 to perform test,
cementing and stimulation works.
    
    5 1/2 and 7 open hole packers. (Eventual use to be invoiced according to the Price List).
    
    5 1/2 and 7 tension packers.
    
    2 3/8, 2 7/8, 3 1/2 tubing calipers according to PAE requirements.
 6.9
    
    Assorted Material and Equipment at the Site
 Anti-explosive fluorescent lighting.Internal and external calipers for 2 3/8, 2 7/8 and 3 1/2 tubings.Assorted tools.Fresh water tank of 30 m3 minimum capacity.Catwalk with pipe racks for tubing.Cloths to cover mud and cementing material.Office-bedroom Trailer with two (2) beds, fully-equipped kitchen and bathroom with heating
and cooling system for inspection independent from the rest of the trailers.Crew trailer with changing room and lab space.Both trailers shall have electric heating.2 3/8, 2 7/8 and 3 1/2 SNAP ON type rubber protectors for tubing thread similar to the
ones used to jacket casing.
 During the term of the present contract PAE shall recognize 30 minutes per day up to a
maximum of twelve hours per month for maintenance works. According to strategies to be
defined by DLS Maintenance department.6.10
    
    Consumption materialAll supplies necessary for the maintenance of DLS equipment in good operating conditions.6.11
    
    Transport
 
    
    The following transport procedures and guidelines agreed under the scope of
the Alliance shall be applied:
 
    
    Tower equipment Dismantling, Transport and Assemblage Safety
procedure (PG-AE-SE-01).
    
    Transport personnel effectively worked hours control (IT-AE-TR-01).
    
    Road machinery support (IT-AE-TR-03).
    
    Transport units control list (IT-AE-TR-03)




---



##### 




    
    Drivers authorization (IT-AE-TR-04)
 
    
    All transport of DLS equipment to the area of the Agreement, transport
between sites and removal of equipment at the termination of the Agreement.
    
    In case roads are in bad conditions, PAE shall assist DLS in carrying out the
transport.
    
    All transport of DLS materials and personnel necessary for the operations.
 6.12
    
    Personnel and CampPersonnel shall comply with sections 4.1, 10.2 and 14 of this Appendix and furthermore:
 
    
    Working days shall be divided into 8 (eight) or 12 (twelve) hour shifts. 12 x
12 regimes are not allowed (12 hours rest x 12 hours work).
    
    Camps to host personnel within the area of the Agreement are not allowed.
 6.13
    
    Communications
 
    
    DLS shall maintain permanent radio contact between the completion and
workover teams and PAEs camp at Cerro Dragón. PAE shall provide voice and data
communication among the Completion and Workover teams.
    
    DLS shall comply with the following procedures for data use and entry on DIMS
once such system is implemented:
    
    DIMS operation procedure (for completion) Data quality control and
handling of information (for completion)
    
    Mandatory reports to be entered on DIMS (for completion)
    
    Intercom for risk areas between the engine driver and the derrickman at the
racking platform and two (2) Walkie Talkie units for risk areas available for the
Team. The equipment are owned by PAE and shall be maintained by DLS.
 6.14
    
    Safety gear and working clothes.
 
    
    Safety glasses for all personnel.
    
    Ear protectors to use at all places where noise level exceeds 85 decibels.
    
    In vehicles or fixed premises, personnel shall wear the gear prescribed
by the corresponding Safety Regulations.
    
    Electronic speed recorder in vehicles (digital speed meter)
    
    In addition, all other gear required by legal regulations in force
    
    SH2 continuous monitoring detector and self-contained breathing apparatus
(quantity depending on commitment undertaken or request made to DLS).
 6.15
    
    Fire equipment.
 a.
    
    Three dry chemical powder ABC type, potassium base, fire trucks of 100 Kg.
capacity or three dry chemical powder fire trucks of 70 Kg. capacity.b.
    
    Six dry chemical powder ABC type, potassium base, manual extinguishers of 10
Kg. capacity or six dry chemical powder manual extinguishers of 7 Kg. capacity.c.
    
    All the equipment described in a. and b. above shall be nitrogen pressurized
and have a pressure control gauge.d.
    
    Two carbon dioxide extinguishers of 5 Kg. capacity each.e.
    
    The equipment shall be placed at strategic places. The trucks shall not be
over 20 meters away from the drilling equipment.f.
    
    In addition, all other equipment required by legal regulations in force.g.
    
    The team shall hold safety meetings once a week (each shift) during shifts
change.
 6.16
    
    Fire prevention and surge control training.During the drilling of a well, different shifts of personnel shall be trained on fire
prevention, as provided for by the simulation plan. Written records of the dates and
training issues shall be kept.
 6.17
    
    Electric safety equipment.
 
    
    Stakes.
    
    Explosion proof electric installation.
    
    In addition, all other equipment required by legal regulations in force.




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##### 



6.18
    
    First Aid Equipment.
 
    
    Medicine cabinet with the items necessary to provide immediate aid.
    
    Stretcher to carry injured persons (foldable in halves).
    
    In addition, all other equipment required by legal regulations in force.
 6.19
    
    Training in and correct use of the STOP Safety system.6.20
    
    Compliance with API-Spec.8A Rule (Maintenance and inspection of the hoisting equipment).6.21
    
    Updated certificates of Wells Control Courses, Supervisor level, for Team Leaders, Shift
Heads and Mud Engineers. Wells Control Courses, Basic level, for Drillers and Derrickmen.
 
 7.1
    
    Services
 
    
    Wire line service, including indication of the free point and breakout.
In case of fishing attributable to DLS, DLS shall provide such services at its own
cost.
    
    Fracturation and acidification with the necessary tools.
    
    Fishing tools. In case of fishing attributable to DLS, DLS shall provide
such services at its own cost.
 7.2
    
    Consumption materialsPAE shall provide the following materials at the well:
 
    
    Drill bits, core bits and mills.
    
    Cement
    
    Fracturing sand
    
    Completion fluids materials and additives
    
    Water
    
    Tubing grease
 7.3
    
    Well materials.PAE shall provide the following materials at the well:
 
    
    Tubing
    
    Pumping rods and pumps.
    
    Re-drillable retainers and plugs.
    
    Any other material that normal activities at the well may require.
 7.4
    
    Surface works.PAE shall provide the following surface works at the well.
 
    
    Site with anchorage for the equipment. (Site Construction Procedure PG-AE-FA-01)
    
    Access roads
    
    Containers for wastes and fluids.
 
 8.1
    
    Condition of the Equipment.




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##### 



Drilling equipment availability, reliability and servicing indexes shall be kept;
interruptions to the service due technical failures or programmed maintenance works shall
also be recorded. (PG-AE-MA-01 Equipment failure analysis).8.2
    
    Repairs.During operation DLS shall perform its equipment maintenance in order for them to carry out
their functions without wasting time. DLS shall perform all repairs immediately and at its
own expense and risk.8.3
    
    Suspension of the Works.In case deficiencies in the equipment that cause unnecessary delays in the works are
identified, the company may suspend the works and such suspension shall create no
obligations. Deficiencies involving risks to the personnel shall also cause suspension at
no cost.
 
  
 10.1
    
    Responsibility for Damages or Losses to the Equipment.
 10.1.1
    
    DLS surface equipment.DLS shall be responsible at all time for damages or losses to its surface
equipment, tools, machinery and utensils, whatever the time or way in which the
damage is caused and PAE shall in no way be responsible for reimbursing DLS.10.1.2
    
    DLS equipment in the Well.PAE shall be responsible for damages to or destruction of DLS equipment in the
well, except in case they are not attributable to negligence or equipment failure
by DLS.
 10.2
    
    Materials Provided by PAE.DLS agrees to carefully inspect all the materials and equipment provided by PAE and to
notify PAE in writing about any apparent defects found, in the way and within the timeframe
necessary for PAE to be able to replace such defective materials or equipment. Failure by
DLS to give notice the materials and equipment shall be deemed free of apparent defects.DLS shall be responsible for the materials, equipment and all other items provided by PAE,
and shall keep them in good condition in order to return them or respond for them as the
case may be. While in DLSs possession, such elements shall be deemed under DLSs custody.
 
 11.1
    
    The creation of an alliance between PAE and DLS may lead to the development of new
relationships based on mutual trust, the sharing of operation information and, above all, it
may raise both companies awareness on the need to insure their personnel and goods, to
preserve the




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##### 



environment and to constantly improve themselves for the benefit of the companies and
personnel involved.11.2
    
    Both companies shall share all the operation information related to the activities of
the Alliance. This information may be transmitted or accessed through common databases to
which access shall be granted via authorizations or passwords.11.3
    
    Each company organizing a technical training activity involving the interests of the
Alliance shall invite representatives of the other company to attend.11.4
    
    For the purposes of training of personnel and prior agreement and scheduling, any company
may assign its own personnel specific tasks to be performed at the other company.11.5
    
    Both companies undertake to systematically analyze the performance of the Alliance in
order to benefit from its achievements and prevent possible errors.




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##### 



APPENDIX II: TECHNICAL APPENDIX
 II.C  WELL PULLING RIG SERVICE AT THE GULF OF SAN JORGE  MANAGEMENT UNIT
 TABLE OF CONTENTS
 SECTION 1: LOCATION OF THE WELLS.
    
    Page 2SECTION 2: PERFORMANCE OF THE WORKS.
    
    Page 2SECTION 3: TARIFFS.
    
    Page 2SECTION 4: COMPLETION AND WORKOVER METHODS AND
PRACTICES.
    
    Page 3SECTION 5: INFORMATION RECORDING ON
COMPLETION AND WORKOVER
OPERATIONS.SECTION 6: MATERIALS, EQUIPMENT, SERVICES,
PERSONNEL, ETC. PROVIDED BY DLS
DURING THE                  COMPLETION AND WORKOVER OPERATIONS.
    
    Page 6SECTION 7: MATERIALS, SUPPLIES, EQUIPMENT, SERVICES, PERSONNEL, ETC.
PROVIDED BY PAE DURING
                  THE
COMPLETION AND WORKOVER OPERATIONS.
    
    Page 14SECTION 8: CONDITION OF THE EQUIPMENT  REPAIRS.
    
    Page 15SECTION 9: SITE  TRANSIT PERMIT.
    
    Page 15SECTION 10: MISCELLANEOUS LIABILITIES.
    
    Page 16SECTION 11: RELATIONSHIPS WITH DLS.
    
    Page 16SECTION 12: RECORDING SYSTEM OF THE ALLIANCE.
    
    Page 17SECTION 13: CONFIDENTIAL INFORMATION.
    
    Page 17




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##### 



APPENDIX II: TECHNICAL APPENDIX
 II.C  WELL PULLING RIG SERVICE AT THE GULF OF SAN JORGE  MANAGEMENT UNIT
 
  
    
 3.1
    
    General provisionsPAE shall pay DLS for the services rendered by using light or heavy pulling equipment on
the basis of the tariffs defined herein below:3.2
    
    Waiting Hourly Rate.This rate shall be applied to all operations performed at the well when the pulling unit is
idle , which may occur in situations such as: waiting for day light to perform transport
activities, waiting for the site with all personnel ready at the site, waiting for a work
order, change of site during DTM, waiting or operating service companies,

According to Appendix I  Prices3.3
    
    Operation Hourly Rate.This hourly rate shall be applied to all operations performed with the equipment and all of
the personnel.According to Appendix I  Prices.3.4
    
    Climate Factor Rate.This hourly rate shall be applied in case of strong winds, snow or heavy rain.According to Appendix I  Prices.3.5
    
    Transport of Equipment Rate (along the same flange). According to Appendix I  Prices.




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##### 



This rate comprises charges for transport and assemblage and dismantling of the pulling
unit and its accessories between two locations within the same flange at a distance not
exceeding 20Km.3.6
    
    Charge rate for distance in kilometers. According to Appendix I  Prices.This rate shall apply for any distance in kilometers in excess of 20Km.3.7
    
    Transport of Equipment Rate (between the North and the South flanges). According to Appendix
I  Prices.This rate comprises charges for transport and assemblage and dismantling of the pulling
unit and its accessories between two locations within different flanges.
 
 4.1
    
    Due diligence.DLS shall commence the works on the date indicated by PAE and shall continue to perform
them with due diligence and care, in accordance with good oilfields practices, keeping the
equipment in optimum working conditions and using competent personnel.DLS shall employ all necessary care and diligence (in particular but not limited to, the
closure of valves), in order to avoid contamination of the phreatic layers, the
deterioration of the land, field, livestock, premises and, in general, in order to avoid
damages to PAE and to third parties. The protection of the environment shall be governed by
the ISO 14001 Environmental Management System, certified by PAE.4.2
    
    Required qualityDuring the performance of the works DLS shall comply with the provisions of PAEs Pulling
intervention Program as set forth by the PG-AE-TP-01 procedure.
For all operations involving the handling of rods the Handling of rods guidelines
(IT-AE-TP-04) shall apply.OperationsPrior to transporting to a well Pan American supervisor shall deliver to DLS the
intervention program.DLS shall inspect the roads, site and anchor of the well to be intervened in order to
verify the normal development of the transport.The contractor shall issue the operation reports in three copies and shall provide detail
on each maneuver taking longer than 15 minutes; this information shall be updated and
available for the team at all times. At midnight the information shall be delivered to the
Pulling Coordination office at Cerro Dragón.Pan American shall have 2 (two) working days to amend such reports and return them to DLS
duly approved stating the charges corresponding to the contractor.DLS shall be responsible for checking all the materials located at the site against the
work order and for immediately giving Pan American Energy supervisor notice of any
irregularity or missing materials, if any.4.3
    
    Fire and blow outs prevention
 a.
    
    DLS shall use all possible means to control and avoid fires and blow outs and
to protect the well. No fire shall be allowed within a 50 meter perimeter around the
well. In case it was necessary to perform welding works on the equipment or in the
surrounding area, an authorization to perform hot working from the representative in
the Area (Team Leader).b.
    
    Prior to commencing operations involving tubing movements, the B.O.P. shall
be properly installed with bolts at the well head and it shall be kept in optimum
working conditions. In this respect, DLS shall examine and test the working conditions
of the




---



##### 



B.O.P. valves and other equipment following each assemblage and it shall record the
results of such tests in the register book. DLS shall perform well control
simulations through well known procedures and the results shall be entered in the
Pulling reports.c.
    
    B.O.P. Tests The equipment B.O.P. shall be tested at least once a month with 2,000 psi. There
shall be a record where the date, well, testing pressure, name of the attending
supervisor as well as any detected anomaly shall be recorded. There shall be 2
3/8, 2 7/8 and 3 1/2 RAMS.
 4.4
    
    Operation Standard Times
 PULL OUT RODS (SINGLE)
    
    45 Rods / HourPULL OUT RODS (DOUBLE)
    
    90 Rods / HourRUN IN RODS (SINGLE) with cleaning and torque
    
    40 Rods / HourRUN IN RODS (SINGLE) with cleaning and double torque included
    
    30 Rods / HourRUN IN RODS (SINGLE) with cleaning and without torque
    
    45 Rods / HourRUN IN RODS (DOUBLE) with cleaning and torque included
    
    80 Rods / HourRUN IN RODS (DOUBLE) to fish with cleaning and without torque
    
    100 Rods / HourPULL OUT TUBING (SINGLE)
    
    35 Tubing / HourPULL OUT TUBING (DOUBLE)
Measuring.
    
    70 Tubing / HourPULL OUT TUBING (DOUBLE)
    
    80 Tubing / HourRUN IN TUBING (SINGLE)
Washing, measuring and calibrating
    
    30 Tubing / HourRUN IN TUBING (SINGLE)
    
    35 Tubing / HourRUN IN TUBING (DOUBLE)
Washing, measuring and calibrating
    
    55 Tubing / HourRUN IN TUBING (DOUBLE)
    
    75 Tubing / Hour




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##### 



BOP ASSEMBLING OR DISMANTLING
    
    1 hourRUN IN TUBING (DOUBLE)
CLAMPING CABLE
    
    28 Tubing per hour
     
   
     
    
    Application of the Technical and Basic Safety Rules for Drilling, Workover and Pulling
Operations (PG-AE-SE-03 Procedure) for the PAE-DLS Strategic Alliance.
    
    Check list to verify the fulfillment of the PG-AE-SE-03 Procedure. (To be adapted in case
it is necessary)
    
    Dismantling, Transport and Assemblage of Tower Equipment Safety (PG-AE-SE-01 Procedure).
(To be adapted in case it is necessary)
    
    Trucks and hoisting elements Certification and Audit Procedure (IT-AE-TR-05). (To be
adapted in case it is necessary).
 Equipment description




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##### 



Drawworks
   
  
  
  3 4
  3 4
  1 2
 Surge Prevention
 1 2
  Hook for hanging pulleys to operate electric-submersible pumps (E.S.P.)




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##### 



1 2
 
 6.2
    
    Tools available in each equipment
             3 4
  1 2
       1 4




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##### 



3 4
   1 2
 1 2
 1 2
   1 4 1 2
  3 4
 large- 3 4
  1 2 1 2
              Heavy pulling equipment shall have rotary head, pit and injection pump
  
    
    Triplex pump apt for operating under the following operation conditions:
 a)
    
    Normal completion equipment operations: discharge 80 GPM  pressure 3,000 psi.b)
    
    17 m3 metal pitc)
    
    Rotary head
 6.3
    
    Other Work Conditions and Requirements




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##### 



6.4
    
    Auxiliary equipment.
 
    
    Hydraulic or pneumatic tongs for tubing of 2 7/8, 2 3/8 and 3 1/2 calibrated
according to DLS calibration procedure.
    
    Automatic slips, elevators and manual slips for the above referred tubing.
    
    Hydraulic or pneumatic tongs for pumping rods 3/4, 7/8 and 1 calibrated
according to DLS calibration procedure.
    
    Elevator, slips and manual wrenches for the referred rods.
    
    Valve and reductions of 2 for 3,000 psi working pressure to close the borehole
in use, 2 3/8, 2 7/8 and 3 1/2.
  1 2 1 2 1 2 1 2
  6.5
    
    Swabbing Equipment.
 
    
    Hydraulic stripper for swabbing line and its packings.
    
    Swabbing rods of 1 1/2
    
    Swab cup holder
    
    Rubber-cupped seals and line and rods strippers
 6.6
    
    Laboratory Tools and Equipment
 
    
    M. Decker type weight recorder.
    
    Pressure gage in mud circuit.
 6.6
    
    In Fishing Tools (which shall be available at the Operations Base at all times)
 
    
    Series 150 and 70 overshots for tubings and OBannon for rods in use (as many as
necessary).
    
    Center spears for tubings in use
    
    Adapters and reductions that may be necessary.
    
    5 1/2  7 printers.
    
    Taper taps.
 6.7
    
    Well Tools
 
    
    Casing scrapers for 5 1/2 and 7.
    
    2 3/8, 2 7/8, 3 1/2 tubing calipers according to PAE requirements.
 6.8
    
    Assorted Material and Equipment at the Site
 Anti-explosive fluorescent lighting.Assorted tools.
 6.9
    
    Consumption materialAll supplies necessary for the maintenance of DLS equipment in good operating conditions.6.10
    
    Transport




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
    
    The following transport procedures and guidelines agreed under the scope of
the Alliance shall be applied:
 
    
    Tower equipment Dismantling, Transport and Assemblage Safety
procedure (PG-AE-SE-01). (To be adapted in case it is necessary)
    
    Road machinery support (IT-AE-TR-03). (To be adapted in case it
is necessary)
    
    All transport of DLS equipment to the area of the Agreement,
transport between sites and removal of equipment at the termination of the
Agreement.
    
    In case roads are in bad conditions, PAE shall assist DLS in
carrying out the transport.
    
    All transport of DLS materials and personnel necessary for the
operations.
 6.11
    
    Personnel and CampPersonnel shall comply with sections 4.1, 10.2 and 13 of this Appendix and furthermore:
 
    
    Working days shall be divided into 8 (eight) or 12 (twelve) hour shifts. 12 x
12 regimes are not allowed (12 hours rest x 12 hours work).
    
    Camps to host personnel within the area of the Agreement are not allowed.
 Personnel




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6.15
    
    Fire prevention and surge control training.During the pulling operations in a well, different shifts of personnel shall be trained on
fire prevention, as provided for by the simulation plan. Written records of the dates and
training issues shall be kept.6.16
    
    Electric safety equipment.Electric equipment shall be explosion proof, shall have a safety-break switch on the
switchboard and in the teams trailer. Equipment engines shall have flame arresters and/or a
device that prevents engine acceleration when working in a gaseous atmosphere. The minimum
luminosity at the main places (such as wellhead) shall be 84 lux.
 
    
    Stakes.
 6.17
    
    First Aid Equipment.
 
    
    Medicine cabinet with the items necessary to provide immediate aid.
    
    Stretcher to carry injured persons (foldable).
    
    In addition, all other equipment required by legal regulations in force.
    
    Independent eye-washing station equipped with sterile liquids.
    
    Safety glasses washing station.
 6.18
    
    Training in and correct use of the STOP Safety system.6.19
    
    Compliance with API-Spec.8A Rule (Maintenance and inspection of the hoisting equipment).6.20
    
    Updated certificates of Wells Control Courses, Supervisor level, for Team Leaders, Shift
Heads and Mud Engineers. Wells Control Courses, Basic level, for Drillers and Derrickmen.
 
 7.1
    
    Services
 
    
    Well depressurization prior to commencing pulling operations
(IT-SE-TP-01) at well where gas problems have occurred.
    
    Well dewaxing prior to commencing pulling operations (IT-AE-TP-02)
    
    Controlling AIB engine and compressor prior to commencing pulling
operations (IT-AE-TP-06)
    
    Placing the AIB on descending position prior to assembling the pulling
equipment (IT-AE-TP-05)
 7.2
    
    Well materialsPAE shall provide the following materials at the well:
 
    
    Tubing and couplings
    
    Pumping rods and couplings
    
    Pony rods
    
    Polished rods
    
    Anchors
    
    Sucker rod pumps
    
    Pkrs
    
    Packings
    
    Bushings
    
    Any other material that normal activities at the well may require.




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7.2
    
    Surface worksPAE shall provide the following surface works at the well.
 
    
    Site with anchorage for the equipment. (Site Construction Procedure PG-AE-FA-01)
    
    Access roads
 
 8.1
    
    Condition of the Equipment.Pulling equipment availability, reliability and servicing indexes shall be kept;
interruptions to the service due technical failures or programmed maintenance works shall
also be recorded. (PG-AE-MA-01 Equipment failure analysis).Suspension of the Works.It should also involve deficiencies involving risks to the personnel shall also cause
suspension at no cost.8.2
    
    Repairs.During operation DLS shall perform its equipment maintenance in order for them to carry out
their functions without wasting time. DLS shall perform all repairs immediately and at its
own expense and risk.8.3
    
    Suspension of the Works.In case deficiencies in the equipment that cause unnecessary delays in the works are
identified, the company may suspend the works and such suspension shall create no
obligations.




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10.2
    
    Responsibility for Damages or Losses to the Equipment.
 10.2.1
    
    DLS surface equipment.DLS shall be responsible at all time for damages or losses to its surface
equipment, tools, machinery and utensils, whatever the time or way in which the
damage is caused and PAE shall in no way be responsible for reimbursing DLS.10.1.2  DLS equipment in the Well.PAE shall be responsible for damages to or destruction of DLS equipment in the
well, except in case they are not attributable to negligence or equipment failure
by DLS.
 10.2
    
    Materials Provided by PAE.DLS agrees to carefully inspect all the materials and equipment provided by PAE and to
notify PAE in writing about any apparent defects found, in the way and within the timeframe
necessary for PAE to be able to replace such defective materials or equipment. Failure by
DLS to give notice the materials and equipment shall be deemed free of apparent defects.DLS shall be responsible for the materials, equipment and all other items provided by PAE,
and shall keep them in good condition in order to return them or respond for them as the
case may be. While in DLSs possession, such elements shall be deemed under DLSs custody.
 
 11.1
    
    The creation of an alliance between PAE and DLS may lead to the development of new
relationships based on mutual trust, the sharing of operation information and, above all, it
may raise both companies awareness on the need to insure their personnel and goods, to
preserve the environment and to constantly improve themselves for the benefit of the
companies and personnel involved.11.2
    
    Both companies shall share all the operation information related to the activities of
the Alliance. This information may be transmitted or accessed through common databases to
which access shall be granted via authorizations or passwords.11.3
    
    Each company organizing a technical training activity involving the interests of the
Alliance shall invite representatives of the other company to attend.11.4
    
    For the purposes of training of personnel and prior agreement and scheduling, any company
may assign its own personnel specific tasks to be performed at the other company.11.5
    
    Both companies undertake to systematically analyze the performance of the Alliance in
order to benefit from its achievements and prevent possible errors.




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PAN AMERICAN ENERGY




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TABLE OF CONTENTS
 CHAPTER I  PRELIMINARY ISSUESDefinitions1. Application2. Requirements3. ProhibitionCHAPTER II  GENERAL CONTRACTING PROVISIONS4. Insurance5. Labor and other obligations6. General Rules on Safety, Industrial Hygiene and Environmental Protection7. Personnel8. Materials9. Execution of the works or rendering of the service10. Notices, reports and special announcements11, Liability of Contractor12. Access to the working area13. Tickets14. Completion of the works15. Cleaning16. Payment of the price17. Withdrawal by the Company18. Termination due to default of Contractor19. Other events of termination20. Patents and trademarks21. Assignment of Accounts Receivable22. Confidentiality  Conflict of Interests:23. Taxes24. Domicile. Applicable Law and Jurisdiction25. Acts of God or Force Majeure:26. Performance Bond and Labor Obligations27. Penalties.EXHIBIT 1: CONTRACTOR MANAGEMENT SYSTEMHealth, Safety and Environmental RequirementsContractor LiabilityOccupational Health RequirementsOccupational Hygiene and Safety RequirementsEnvironmental RequirementsDrilling Application ListWork Over and Pulling Application List




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GENERAL BIDDING TERMS
 APPLICABLE TO CONSTRUCTION AND SERVICE CONTRACTS
 CHAPTER I  PRELIMINARY ISSUES
 Definitions.
 Affiliate:
 Operations Area: union transitoria de empresas
 Acts of God or Force Majeure:
 General Bidding Terms: appendices
 Specific Bidding Terms:
 Base Documentation:
 Performance Bond:
 Business Obligations:
 Labor Obligations:
 Subcontractor:
 1. Application: Pan American
Energy LLC (Sucursal Argentina)




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minimum
requirements
      2. Requirements:
      3. Prohibition:




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NOTE: With respect to the analysis of the background of Offerors, it shall be considered favorable,
among other background to be taken into account and deemed relevant in the opinion of the Company,
if Offeror has been assessed by Instituto Argentino del Petróleo y el Gas Natural (IAPG) or,
failing this, the submission by Offeror of sufficient evidence of its formal request of assessment
of contractors to the IAPG.
 During the term of the contract, the Company shall evaluate Contractors as regards their safety
performance, whether annually or at the end of the contract to be executed. Such evaluations shall
be specially taken into account by the Company for the participation of Offerors in future tenders
or for the renewal of the contracts to be entered into.
 CHAPTER II  GENERAL CONTRACTING PROVISIONS
 4. Insurance
 Occupational Hazards Insurance
 Aseguradora de
Riesgos del Trabajo (ART)
   Non-recourse Clause: ART expressly waives to bring any reimbursement action (acción de repetición or
de regreso) against Pan American Energy LLC (Sucursal Argentina), its officers, employees and/or
workers, and/or against the ART of Pan American Energy LLC (Sucursal Argentina), whether grounded
on Section 39.5 of act 24557, or on any other legal rule, due to the renderings in cash or in kind
it may be obliged to grant or pay to the personnel employed by or formerly employed by comprised within the coverage of this policy, for occupational accidents or
occupational diseases, suffered or contracted due to or in occasion of the job or on the way to or
from the employee domicile and the workplace.




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ART commits to duly inform Pan American Energy LLC (Sucursal Argentina)
about the non-compliance of the policy incurred by insured, and particularly, lack of payment of
same when due, within ten (10) days of having verified such non compliance
  Mandatory Life Insurance
  Comprehensive Liability Insurance
  Insurance for automobiles, road construction equipment, machinery and special equipment
 a) Automobiles and patented road construction equipment
  b) Non patented road construction equipment, machinery and special equipment
   1. Insurers hereby waive their subrogation rights with respect to any individual or legal person,
their officers, employees or workers, or assignees, related with or for whom the insured might be
working, or that may work for or with such insured.
 and/or Pan American Energy LLC (Sucursal Argentina) and/or the other participating companies together with Pan American Energy LLC (Sucursal
Argentina) or its Affiliates in
 2. Insurer commits not to terminate, cancel, annul or suspend the contracted insurance for any
reason whatsoever without prior notice duly served on Pan American Energy LLC (Sucursal Argentina)
or its Affiliates with a minimum advance of 30 days.




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Loss
 in itinere
  
  5. Labor and other obligations:
 Audit Rights of the Company:




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Withholding Right of Company.
    Waiver of Withholding Right by Contractor.
 Substitution of attachments.




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6. General Rules on Safety, Industrial Hygiene and Environmental Protection:




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Supervision of vehicles, equipment, machinery and tools.
 Prior Meeting on Safety, Industrial Hygiene and Environmental Care.




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Identification of Contractor personnel.
  7. Personnel:
     8. Materials:




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9. Execution of the works or rendering of the service:
             10. Notices, reports and special announcements:




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11, Liability of Contractor:
 12. Access to the working area:
 13. Tickets Latin American Business Solution LABS work tickets
   14. Completion of the works:
 15. Cleaning:




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16. Payment of the price:
      endorsement thereof shall be forbidden in all cases,
 shall not be considered issued with the clause without protest for lack of
payment
   17. Withdrawal by the Company:




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18. Termination due to default of Contractor:




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19. Other events of termination:
 20. Patents and trademarks:
 21. Assignment of Accounts Receivable:
   22. Confidentiality  Conflict of Interests:




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23. Taxes: C
     24. Domicile. Applicable Law and Jurisdiction:
 25. Acts of God or Force Majeure:
   Burden of the Proof.




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26. Performance Bond and Labor Obligations




---



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27. Penalties.




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EXHIBIT 1
 CONTRACTOR MANAGEMENT SYSTEM




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Health, Safety and Environmental Requirements
Contractor Liability
  >
    
    The national, provincial and municipal effective regulations on the issue.>
    
    The Companys internal standards on safety, health and the environment (SSA).
    Items valid for the present contract are detailed in the attached Application Lists.




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Occupational Health Requirements
 1. Legal references
  2. Occupational Health Requirements
         i




---



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Occupational Hygiene and Safety Requirements
 1
    
    SSA Policy2.
    
    Planning3.
    
    Implementation and operation4.
    
    Checks and corrective actions




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>
    
    Understands the SSA policy.>
    
    Is trained in the identification of dangers and risks handling>
    
    Knows its role and responsibility in the SSA plan.
      b
 Safety Matrix
    
    Month/Year3.4.1.
    
    Number of deaths3.4.2.
    
    Number of cases with lost days3.4.3.
    
    Number of lost days3.4.4.
    
    Number of injuries and diseases with restricted work3.4.5.
    
    Number of injuries and diseases with medical treatment3.4.6.
    
    Number of worked hours3.4.7.
    
    Number of accidents in road, light vehicles (< 3,5 T)3.4.8.
    
    Number of accidents in road, heavy vehicles (> 3,5 T)3.4.9.
    
    Distance run by light vehicles, km (< 3,5 T)3.4.10.
    
    Distance run by heavy vehicles, km (> 3,5 T)3.4.11.
    
    Number of observations of SSA3.4.12.
    
    Amount of ASA3.4.13.
    
    Number of near-misses3.4.14.
    
    Number of SSA Alerts3.4.15.
    
    Number of First Aid Cases3.4.16.
    
    Training hours3.4.17.
    
    Number of SSA audits3.4.18.
    
    Number of SSA meetings




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Environmental Requirements




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Ø
    
    PAEs environmental policyØ
    
    EMSØ
    
    Legal considerationsØ
    
    Indications regarding the Environmental Management Plan of the ProjectØ
    
    General Environmental RequirementsØ
    
    Specific Rules on Environmental Compliance




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As it applies to the object of service/activity to hire




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
    
    Do not allow the destruction of remains and elements.
    
    Avoid publication so that robbery or site alteration is prevented.
    
    Transitorily suspend works in the site and immediately contact PAEs representative.




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Quantity5.9.1 Spillage 1 barrel (bbl) = 159 liters = 42 US gallons5.9.2 Spillage between 0 and 1 barrel5.9.3 Number of hydrocarbon spillage5.9.4 Volume of spilled hydrocarbons (liters)5.9.5 Volume of spilled hydrocarbons but not recovered (liters)5.9.6 Spillage in land or surface water5.9.7 Spillage reaching environment (number)5.9.8 Loss of containment (number)5.9.9 Chemical emissions (as per definition) number
  EMISSIONS INTO THE AIR
    
    UNITSCO2 (carbon dioxide) Emissions
    
    tonsCH4 (methane) Emissions
    
    tonsEmissions of hydrocarbons with no methane
    
    tonsTotal of hydrocarbons into the air
    
    Total in tonsWater consumptionDrinking water consumption
    
    m3Fresh water consumption
    
    m3Total consumed water
    
    Total in m3Power consumptionFuel gas
    
    tonsDiesel (used to generate power, not for transportation)
    
    tonsWaste generationTotal treated waste
    
    tons and m3Total recycled waste
    
    tons and m3




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DRILLING APPLICATION LIST
 Occupational Health
 REQUIRED1. Legal References
    
    YES2. Occupational Health Requirements2.1 Description of occupational and environmental risks
    
    YES2.2 Submission of a Health Plan
    
    YES2.3 Submission of budget:2.3.1 Authorized Medical Coordinator of Occupational Health Plan
    
    YES2.3.2 Field Health Care Personnel  Covered by PAE
    
    YES2.3.3 Occupational medical examinations
    
    YES2.3.4 Health Promotion Programs
    
    YES2.3.5 Submission of Recordings and Statistics
    
    YES2.3.6 First-Aid and evacuation2.3.6.1 Communication and transport means, assigned personnel and
referral centers. PAE Ambulance
    
    YES2.3.6.2 First-aids brigade, trained in first aids and CPR per each site
    
    YES2.3.6.3 Medical Emergencies Plan
    
    YES2.3.7 Infrastructure and Staff2.3.7.1 Infirmary or aid centers
    
    NO2.3.7.2 Infirmary elements
    
    NO2.3.7.3 Transportation
    
    NO2.3.7.4 Medicines, as per I-55 PAE
    
    First-Aids Kits2.3.8 Environmental cleaning and hygiene2.3.8.1 Drinking water supply
    
    YES2.3.8.2 Diners  Does not apply in GSJ
    
    YES2.3.8.3 Kitchen personnel
    
    NO2.3.8.4 Camps
    
    NO




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Occupational Hygiene and Safety
 1. SSA Policy
    
    YES2. Planning2.1 Resources and Personnel2.1.1 Full time industrial safety supervisor for 7 drilling teams
    
    YES2.1.2 Resources allocated to the development of industrial safety program
    
    YES2.2 Induction, Training, Awareness and Disclosure Program2.2.1 SSA Training
    
    YES2.2.2 Performance of daily, weekly, monthly briefings, etc
    
    YES2.2.3 Industrial Safety Goals for contract
    
    YES2.3 Risk Administration2.3.1 Identification of main risks
    
    YES2.3.2 Work Permits System
    
    YES2.4 Vehicular Safety Program2.4.1 Applicability of driving and transportation management procedure
    
    YES2.4.2 Special equipment. Authorization of equipment and personnel
    
    YES2.5 Personal Protection Equipment, Elements and Devices2.5.1 Supply, use control and replacement plan of personal protection elements
    
    YES2.5.2 Minimum Requirements of Personal Protection Elements
    
    YES3. Plan Implementation and Operation3.1 Personnel training according to prior planning
    
    YES3.2 Assurance Plan
    
    YES3.3 Emergency Response
    
    YES3.4 Reports3.4.1 Number of deaths
    
    YES3.4.2 Number of cases with lost days
    
    YES3.4.3 Number of lost days
    
    YES3.4.4 Number of injuries and diseases with restricted work
    
    YES3.4.5 Number of injuries and diseases with medical treatment
    
    YES3.4.6 Number of worked hours
    
    YES3.4.7 Number of accidents in road, light vehicles (< 3.5 T)
    
    YES3.4.8 Number of accidents in road, heavy vehicles (> 3.5 T)
    
    YES3.4.9 Distance run by light vehicles, km (< 3.5 T)
    
    YES3.4.10 Distance run by heavy vehicles, km (> 3.5 T)
    
    YES3.4.11 Number of observations of SSA
    
    YES3.4.12 Amount of ASA
    
    YES3.4.13 Number of quasi-accidents
    
    YES3.4.14 Number of SSA Alerts
    
    YES3.4.15 Number of First Aid Cases
    
    YES3.4.16 Training Hours
    
    YES3.4.17 Number of SSA Audits
    
    YES3.4.18 Number of SSA meetings
    
    YES4. Verification and Corrective Actions4.1 Inspections
    
    YES4.2 Inspections Plan
    
    YES4.3 Industrial Hygiene Monitoring
    
    YES4.4 Incident Investigation and Reporting
    
    YES4.5 Incident Investigation and Reporting System
    
    YES4.6 Plan Audit4.6.1 Plan Revision
    
    YES4.6.2 Handling of Non-Conformities
    
    YES




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Environmental Requirements
 1. Environmental Management Plan for the Project
    
    YES2. Environmental Policy of the Company2.1 Environmental Policy of Contractor
    
    YES3. Planning3.1 Environmental Aspects
    
    YES3.2 Legal Requirements
    
    YES3.3 Objectives and Goals
    
    YES3.4 Environmental Management Programs
    
    YES4. Implementation and Operation4.1 Structure and Liability4.1.1. Organizational Structure
    
    YES4.1.2 Submission of proposed Environmental Management System
organizational chart
    
    YES4.1.3 Alignment of its Environmental Management System with that of PAEs
    
    YES4.1.4 Individual in charge of environmental area  Covered by Safety
Supervisor indicated in 2.1.1
    
    YES4.2 Training, awareness and competence4.2.1 Training Program
    
    YES4.3 Communications System
    
    YES4.4 Control of Documentation
    
    YES4.5 Prevention and response to an emergency
    
    YES5. Verification and Corrective Actions5.1 Monitoring and Measurement  Data Collection Sheet
    
    YES5.2 Non-conformities and Corrective and Preventive Actions
    
    YES5.3 Environmental Registries Issuance and Control
    
    YES5.4 EMS Audit
    
    YES5.5 Revision by Management
    
    YES5.6 EMS Formats
    
    YES5.7 Improvement of EMS
    
    YES5.8 Induction Meeting
    
    YES5.9 Reports
    
    YES




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WORK OVER AND PULLING APPLICATION LIST
 Occupational Health
 REQUIRED1. Legal References
    
    YES2. Occupational Health Requirements2.1 Description of occupational and environmental risks
    
    YES2.2 Submission of a Health Plan
    
    YES2.3 Submission of budget:2.3.1 Authorized Medical Coordinator of Occupational Health Plan
    
    YES2.3.2 Field Health Care Personnel  Covered by PAE
    
    YES2.3.3 Occupational medical examinations
    
    YES2.3.4 Health Promotion Programs
    
    YES2.3.5 Submission of Recordings and Statistics
    
    YES2.3.6 First-Aid and evacuation2.3.6.1 Communication and transport means, assigned personnel and
referral centers. PAE Ambulance
    
    YES2.3.6.2 First-aids brigade, trained in first aids and CPR per each site
    
    YES2.3.6.3 Medical Emergencies Plan
    
    YES2.3.7 Infrastructure and Staff2.3.7.1 Infirmary or aid centers (PAE System)
    
    NO2.3.7.2 Infirmary elements (PAE System)
    
    NO2.3.7.3 Transportation (PAE System)
    
    NO2.3.7.4 Medicines, as per I-55 PAE
    
    First-Aids Kits2.3.8 Environmental cleaning and hygiene2.3.8.1 Drinking water supply
    
    YES2.3.8.2 Diners  Does not apply in GSJ
    
    YES2.3.8.3 Kitchen personnel
    
    NO2.3.8.4 Camps
    
    NO




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Occupational Hygiene and Safety
 1. SSA Policy
    
    YES2. Planning2.1 Resources and Personnel2.1.1 Full time industrial safety supervisor for Workover and Pulling
    
    YES2.1.2 Resources allocated to the development of industrial safety program (2
Supervisors for 11 Work Over Teams and 6 Pulling Teams
    
    YES2.2 Induction, Training, Awareness and Disclosure Program2.2.1 SSA Training
    
    YES2.2.2 Performance of daily, weekly, monthly briefings, etc
    
    YES2.2.3 Industrial Safety Goals for contract
    
    YES2.3 Risk Administration2.3.1 Identification of main risks
    
    YES2.3.2 Work Permits System
    
    YES2.4 Vehicular Safety Program2.4.1 Applicability of driving and transportation management procedure
    
    YES2.4.2 Special equipment. Authorization of equipment and personnel
    
    YES2.5 Personal Protection Equipment, Elements and Devices2.5.1 Supply, use control and replacement plan of personal protection elements
    
    YES2.5.2 Minimum Requirements of Personal Protection Elements
    
    YES3. Plan Implementation and Operation3.1 Personnel training according to prior planning
    
    YES3.2 Assurance Plan
    
    YES3.3 Emergency Response
    
    YES3.4 Reports3.4.1 Number of deaths
    
    YES3.4.2 Number of cases with lost days
    
    YES3.4.3 Number of lost days
    
    YES3.4.4 Number of injuries and diseases with restricted work
    
    YES3.4.5 Number of injuries and diseases with medical treatment
    
    YES3.4.6 Number of worked hours
    
    YES3.4.7 Number of accidents in road, light vehicles (< 3.5 T)
    
    YES3.4.8 Number of accidents in road, heavy vehicles (> 3.5 T)
    
    YES3.4.9 Distance run by light vehicles, km (< 3.5 T)
    
    YES3.4.10 Distance run by heavy vehicles, km (> 3.5 T)
    
    YES3.4.11 Number of observations of SSA
    
    YES3.4.12 Amount of ASA
    
    YES3.4.13 Number of quasi-accidents
    
    YES3.4.14 Number of SSA Alerts
    
    YES3.4.15 Number of First Aid Cases
    
    YES3.4.16 Training Hours
    
    YES3.4.17 Number of SSA Audits
    
    YES3.4.18 Number of SSA meetings
    
    YES4. Verification and Corrective Actions4.1 Inspections
    
    YES4.2 Inspections Plan
    
    YES4.3 Industrial Hygiene Monitoring
    
    YES4.4 Incident Investigation and Reporting
    
    YES4.5 Incident Investigation and Reporting System
    
    YES4.6 Plan Audit4.6.1 Plan Revision
    
    YES4.6.2 Handling of Non-Conformities
    
    YES




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Environmental Requirements
 1. Environmental Management Plan for the Project
    
    YES2. Environmental Policy of the Company2.1 Environmental Policy of Contractor
    
    YES3. Planning3.1 Environmental Aspects
    
    YES3.2 Legal Requirements
    
    YES3.3 Objectives and Goals
    
    YES3.4 Environmental Management Programs
    
    YES4. Implementation and Operation4.1 Structure and Liability4.1.1. Organizational Structure
    
    YES4.1.2 Submission of proposed Environmental Management System
organizational chart
    
    YES4.1.3 Alignment of its Environmental Management System with that of PAEs
    
    YES4.1.4 Individual in charge of environmental area  Covered by Safety
Supervisor indicated in 2.1.1
    
    YES4.2 Training, awareness and competence4.2.1 Training Program
    
    YES4.3 Communications System
    
    YES4.4 Control of Documentation
    
    YES4.5 Prevention and response to an emergency
    
    YES5. Verification and Corrective Actions5.1 Monitoring and Measurement  Data Collection Sheet
    
    YES5.2 Non-conformities and Corrective and Preventive Actions
    
    YES5.3 Environmental Registries Issuance and Control
    
    YES5.4 EMS Audit
    
    YES5.5 Revision by Management
    
    YES5.6 EMS Formats
    
    YES5.7 Improvement of EMS
    
    YES5.8 Induction Meeting
    
    YES5.9 Reports
    
    YES