Site Inspection Check List2

7/27/2019 Site Inspection Check List2

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AGIP Oil Co. Ltd. Libyan Branch

El Sharara-Mellitah 30 Pipeline PETROJET

Libya

DOC. No. : 0222-160-P-PT-PTJ-0027 REV. No. : A2 Page 36 of 36

EL SHARARA-MELLITAH 30EL SHARARA-MELLITAH 30 PIPELINESPIPELINES

CONTRACT NO. 222

SITE INSPECTION CHECK LIST

Document No. 0222-160-P-PT-PTJ-0027

A2 02/01/05 Issued for final approval

A1 23/12/04 Issued for approvalM. Elamir A. Khater Samir Helmi E. Trovato

REV. DATE STATUS PREPARED CHECKED APPROVED COMPANY


2/38

Inspection Check List RegisterNo

.

Control

Doc.

No.

Description Rev. Remarks

1 FQ-001 PRE-CONSTRUCTION SURVEY A2

2 FQ-002 PIPE HANDLING AND TRANSPORTATION A2

3 FQ-003 ROW CONSTRUCTION A2

4 FQ-004 STRINGING A2

5 FQ-005 LINING-UP, CLAMPING & WELDING A2

6 FQ-006 WELDING /Pipe Lines- WELDING /Tie ins A2

7 FQ-007 NON-DESTRUCTIVE TESTING-RT A2

8 FQ-008 NON-DESTRUCTIVE TESTING-UT A2

9 FQ-009 NON-DESTRUCTIVE TESTING-PT & MT A2

10 FQ-010 NON-DESTRUCTIVE TESTING-VT A2

11 FQ-011 TRENCHING A2

12 FQ-012COATING PART1FIELD JOINT COATING HSS &

REPAIRING OF PIPE COATING

A2

13 FQ-013 BEDDING & PADDING A2

14 FQ-014 LOWERING-IN A2

15 FQ-015 FOC LAYING A2

16 FQ-016 HYDROSTATIC TESTING A2

17 FQ-017 DRYING & NITROGEN FILLING (HOLD) -

18 FQ-018 COLD BENDING A2

19 FQ-019 CROSSING A2

20 FQ-020 CIVIL WORK A2

21 FQ-021 CATHODIC PROTECTION A2

22 FQ-022 ELECTRICAL INSTALLATION A2

23 FQ-023 INSTRUMENT INSTALLATION A2

24 FQ-024 COATING PART II-COATING FOR GROUND &

UNDERGROUND FACILITIES

A2

25 FQ-025 PIGGING & CLEANING A2

26 FQ-026 REINSTATEMENT OF ROW AND RESTORATION WORK A2

27 FQ-027 MECHANICAL INSTALLATION A2



Libya



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28 FQ-028 BACKFILLING A2

29 FQ-029 PAINTING ABOVE GROUND A2

30 FQ-030 PRE-COMMISSIONING (FOR INSTRUMENT SYSTEM) A2

31 FQ-031 PRE-COMMISSIONING (FOR ELECTRIC SYSTEM) A2

32 FQ-032 PRE-COMMISSIONING (FOR CATHODIC PROTECTION SYSTEM) A2

33 FQ-033 HYDROTEST LVS and PTS (HOLD) -

34 FQ-034 MATERIAL/EQUIPMENT INSPECTION, RECEIVING AND

STORAGE

A2

PRE-CONSTRUCTION SURVEY

Location/Area Pipe Size Report No.Alignment Sheet No. : From : To :

Morphology Situation :

Plain Hill Desert Land Sand Dunes Rocky Area Wadi

Type of Vegetation : Open View Cultivated Desert

Control Doc. No. : FQ-001Control Doc.

Activities Control Requirements or Accept Criteria Inspection Record Remind

1. Instruments & toolsPerformance of measuring instrument and tools meet technicalspecification.

2. Centerline locationCheck-up the information of centerline location and

measurement.

3. Stakes

Each stake is clear, in right location and in right color (type):

1) Centerline Stake - steel bar (black)

2) Edge Stake - red flag

4.Underground

obstacle

Site mark of underground obstacle is clear.

5. Interval of each

stake

1) Centerline Stake - steel bar (black)

2) Edge Stake - red flag

6. Maintenance Each stake is kept in the effective time period.


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Inspection Conclusion

Proceeding work: YES NO Date:

Approved by Contractor Rep. QA/QC Contractor Company

Name

Signature

DateNote: Activities record format is duly filled and signed.


5/38

PIPE HANDLING AND TRANSPORTATION

Location/Area Pipe Size Report No.From : To :

Control Doc. No. : FQ-002

Activities Control Requirements or Accept CriteriaInspection

Record Remind

1.Pipe acceptance The pipe length and the trim size are complied with the Contract. (Spot Check).

2.Inspection

1) Coating of the pipes

2) Bevel

3) Pipe identification mark

4) Coating Visual Inspection

3.Storage and

preservation

The lifting tools are covered with soft material to prevent damage of the coating

and bevel.

4.Bevel

Protection

The bevel ends of the pipe are protected with bevel protector during handling

and stocking.

5.SupportsThe supports on the truck shall meet the requirement and shared the weight

equally. The supports are covered with soft material.

6.Security The secure belts or other facilities are sufficient to fasten pipes duringtransportation.

7.On trail

On each trail:

1) 30pipes are no more than 3 tires.

8.Pipe stockpiling

area inmarshalling

1) Be level off, tamped and cleaned.

2) The drainage and anti-rolling measures are ready prior pipes are stocked.

3) The height of the sand ridge is no less than 200mm.

4) Pipes are piled in types.

5) 30pipes are no more than 4 tires.

6) The damaged pipes are separated.

9.Pipe stockpiling

area on site

1) Be clear from vegetation, stubble, stones and flattened.

2) The location is kept at least 50m from vertical projection on the ground of

overhead power line conductors.

3)The minimum distance from the ground to the bottoms of pipes is 200mm.

4) The pipes are piled on sand bags or sand ridge with sand bags.

5) Anti-rolling measures are taken.


Proceeding work: YES NO Date:Approved by Contractor Rep. QA/QC Contractor Company

Name

Signature



6/38

ROW CONSTRUCTION

Location/Area Pipe Size Report No.Alignment Sheet No.: From : To :

Morphology Situation:


Excavated Material: To Dump Area Piled Up Screen Plant



1.ROW width

The width of the ROW is 30m when pipelines are

installed separate trenches, 25m when pipelines areinstalled the same trench.

2.Underground

obstacle

The warning signs for the underground obstacle are in the

right location and clear.

3.CleaningThe ditches, dikes and steep slopes are cleared up to

comply with the requirements of construction.

4.High/low points

removal

The sharp high points and low points are removed to

allow bending and laying of pipelines in accordance with

the approved drawing.

5.Water CrossingThe water crossing prevention measures for the ditches

are checked.

6.Vehicle access Graded vehicle access strip is acceptable.




Name

Signature


TRENCHING


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Location/AreaFrom :

Pipe SizeTo :

Report No.



Work Area Characteristic: Sandy Area Sandy/Rocky Area



1.Centerline The ditching is excavated follow the right centerline stakes.

2.Warning signThe warning signs for the underground /ground facilities are

obvious.

3.Minimum cover

1) Loose soil areas 1.000 m.

2) Rocky areas as per AGIP specs no. 3435-160-C-SP-

TEK-00003, item 6.3

3) Cultivated areas 1.500 m.

4.DimensionsThe dimensions (depth, width and slope ratio) of the ditch

are complied with the procedure.

5.Cleaning The ditch is cleaned to prevent pipe coating damage.

6.Soil piling The excavated soil is piled 1m away from the edge of ditch.

7.Protective measures

When the route is close to/on the underground facilities,

Company properties, private properties and Government

properties, approved protective measures are taken.

8.High water tableIn the area with high water table, water in ditch is drained in

time.Inspection Conclusion


Approved by Contractor Rep. QA/QC Contractor CompanyName

Signature


STRINGING


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Location/Area Pipe Size Report No.Alignment Sheet No.: From : To :



1. Pipe sizeThe pipe size is complied with the specifications of

drawings before stringing.

2. Off loadingWhen off loading pipes, there are protection measures for

the pipe ends.

3. Gap There is a gap every 500 m.

4. Safe distancePipes are stringed over 1.0 m away from edge of the

trench bank.

5. Slope area

In the case of stringing in slope area:1) If the slope is greater than 15 the stringing is done

accordance with the progress of welding.

2) If the slope is greater than 30 pipes are strung in

trench.

6. Longitudinal weldThe longitudinal weld of the pipe is positioned within

30from the 0clock position.




Signature



9/38

LINING-UP AND CLAMPING & WELDING




RecordRemind

1. Pipe size The pipe size is correct.

2. Pipe cleaning

Before lining-up, the pipe ends are clean no less than 30mm from

the end surface. The cleaning Crew is no more than 5 welds ahead

of welding Crew. The pipes are cleaned from inside too.

3. Bevel face The bevel is cleaned and the dimensions are correct.

4. Bevel repairing Damaged pipe ends and bevels are repaired as per the procedure.

5. Clamp removing

The clamp is removed after.:

1) Full root bead is completed when internal clamp is used.

2) More than 60% of the total length of the root bead when

external clamp is used.

6. High-lowThe high-low of the pipe with same wall thickness is no more than

2mm (in small section, at maximum 3mm is allowed).

7. Pipe piece The pipe piece is longer than twice of the pipe diameter or 1m.

8.Longitudinal weld. The longitudinal welds of the 30 pipes are positioned within

30from 0 oclock and offset more than 200mm.

9.Support

The aligning pipes are supported and fixed on the load-bearing

structural wood skids with sand bags. (Remove the skids after the

welding).




Name

Signature



10/38

WELDING P/LLocation/Area Pipe Size Report No.Alignment Sheet No.: From : To :



RecordRemind

1.Welder qualification The re-welding is performed as per the specifications. The welder is qualified.

2. Welding material

1) Electrodes, wire used in the pipeline welding are maintained and used in accordance with the

manufacturer instructions.

2) Low hydrogen type electrode is baked out before welding, the baking temperature and duration

as specified by the manufacturer. Backed electrodes are stored in the insulation tank on site.

3) Electrodes baked for two times shall not be used in the site welding.

3.Welding equipment All the welding equipments are used under good and safe conditions.

4.Welding environment

The welding will stop in the:

-Very strong wind (As per welding inspector company)

-Raining or relative humidity > 90%

5. Pipe preparation1) The pipe is cleaned inside.

2) The damaged bevel and pipe ends are identified and repaired.

6.Pre-heating

Pre-heating temperature is at 10020 for ND30 pipeline WT more than 12,7mm, or

the ambient temperature is below 0. Except above, it is Pre-heated at 4050

when the pipe ends are wet, raining or high humidity. The pre-heating range is at least

100mm from pipe ends.

7.Welding

1) Remove internal line up clamp after the first root pass finished; remove external line

up clamp after 60% of root pass completed.

2) The cleaning among runs is completed properly.

3) Preheat 100.

8.Welds inspection

1) The surface of weld is free of defect such as scatter, welding slag, surface air bubble,

non-fusion and undercut, etc. It shall be cleaned if any.

2) High-low: the pipe with same wall thickness is no more than 1.6mm (in small

section, at maximum 3mm is allowed).

3) The longitudinal welds of the 30 pipes are positioned within 30from 0 oclock

and offset more than 200mm.

9.Parent material repair

The small defects or damaged areas on the base metal tested by NDT is repaired and

eliminated by grinding. The allowed wall thickness decrease and welds repairing is inaccordance with the applicable specifications and standards.

10.NDTWelds are inspected with specified NDT method and accepted in accordance with the

specified criteria.

11.Repair & re-inspection All the rejected welds are repaired and re-inspected according to WPS.

12.Weld mark Welds are marked in accordance with the procedure.

13.Seal The welded pipeline is sealed with proper cover to prevent foreign mater entering.

Inspection Conclusion Proceeding work: YES NO Date:

Approved by Contractor Rep. QA/QC Contractor Company Welding Inspector

Name

SignatureDate

NON-DESTRUCTIVE TESTING-RT


11/38




1.Operator qualification Verify the Certificates of the RT operators.

2.RT equipments Verify the Certificates of the RT equipments.

3.RT operationOperation is carried out in accordance with the approved RT

procedure.

4.Darkroom treatmentThe films are developed and fixed in accordance with the

procedure.

5.Film quality1) The sensitivity is proper2) The density range is 2.0-3.5

3) Free of mechanical and chemical damage.

6.Films interpretationFilms are interpreted in accordance the specified acceptance

criteria.

7.Report All records and testing results shall be documented.

8.Film storage All films shall be kept properly till hand-over to Company.



Approved by Contractor Rep. QA/QC Contractor Company Welding InspectorName

Signature



12/38

NON-DESTRUCTIVE TESTING-UTLocation/Area Pipe Size Report No.From : To :



1.Operator qualification Verify the Certificates of the UT operators.

2.UT equipments Verify the Certificates of the UT equipments.

3.UT operationOperation is carried out in accordance with the approvedUT procedure.

4.Indication interpretationIndication is interpreted in accordance the specifiedacceptance criteria.





Name

Signature



13/38

NON-DESTRUCTIVE TESTING-PT/MTLocation/Area Pipe Size Report No.From : To : PT MT

Control Doc. No.: FQ-009


1.Operator qualification Verify the Certificates of the operators.

2.Material & equipments Verify the Certificates of the material and equipments.

3.OperationOperation is carried out in accordance with the approved

procedure.

4.Indication interpretation Indication is interpreted in accordance the specified

acceptance criteria.





Name

Signature


NON-DESTRUCTIVE TESTING-VT


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Control Doc. No.: FQ-010


RecordRemind

1.Welding inspection

1) The surface of weld is free of defect such as scatter,

welding slag, surface air bubble, non-fusion and undercut,

etc. It shall be cleaned if any.

2) High-low: the pipe with same wall thickness is no more

than 1.6mm (in small section, at maximum 3mm is allowed).

3) The longitudinal welds of the 30 pipes are positioned

within 30from 0 oclock and offset more than 200mm.

2.Material & equipmentsVerify the Certificates of the material and equipments and

technicians.

3.OperationOperation is carried out in accordance with the approvedprocedure.

4.Indication interpretationIndication is interpreted in accordance the specifiedacceptance criteria.

5.Pipe classFrom the different pipe wall thickness shall be grinded of

groove as per ANSI/ASME B31.4





Name

Signature


COATING PART I-FIELD JOINT COATING HSS & REPAIRING OF PIPE COATING


15/38




RecordRemind

1.Operator

qualificationOnly qualified operators are employed to apply shrink sleeves on site.

2.Equipments and

tools

The liquefied gas heater is used for heating, flame spray burning blower is in

normal condition.

3.Material

1) Supplied with qualified certificate of inspection and instruction manual.

2) Be stored in a dry ventilated area.

3) Keep products sealed in original packing and avoid exposure to directsunlight, rain, dust or other adverse environmental elements.

4) The storage temperatures of coating materials as per vendor instructions.

4.Pipe ends

cleaning

Within the length of 50 mm on weld joint on both sides are free from oil dirt,

soil scar, slag, spatters.

5.Surface

treatment of

pipe joint

1) The mainline coating edges are beveled to 30.

2) Warm the joint area to 40-50 before grit blasting.

3) The width of sand blasting to the coating is no less than 85mm

6.Appliciation of

epoxy primer

Apply mixed epoxy to a minimum uniform thickness of 4 mils on all

exposed bare metal and less than 10 mm onto the adjacent pipe coating in

width.

7. Pre-heatingPreheat the epoxy and the abraded coating to8595 in the whole

circumference.8.Installation and

location of tapeInstall the tape in accordance with the procedure.

10.Checking and

inspecting

1) No cracks or holes in sleeve backing.

2) The overlap of the tape on the existing coating shall be at least 50 mm in

both sides.

3) Holiday detection with 20kv voltage of leakage detection.

4)U.T. for thickness painting / Surface profile comparator

5) Destructive testing (Peel Test) (Adhesion of top coated system)

12.Repairing of

pipe coatingRepair the pipe coating in accordance with procedure.




Name

Signature



16/38

BEDDING & PADDINGLocation/Area Pipe Size Report No.Alignment Sheet No.: From : To :



RecordRemind

1.Bottom situation

of trench

1) The water has been drained completely.

2) In soft ground section, the soil at the bottom of trench meet the requirement

of bedding and trench bottom level; or

3) Laying bed have finished and leveled up.

2.Material

1) The laying bed is consist of fine graded soil or sand with the maximum particlesize of 0-5mm in 75% corresponding proportion, 5-15mm in 15% and 15-20mm

in 10%.

2) The padding material is crushed and screened before used in rock area if the

material is come from the excavated material, and it should meet the requirement

of work procedure.

3.Thickness ofbedding

The bedding thickness is at least 200mm along the ditch bottom.

4.Padding and FOC

protection

1) As-built survey has been carried out and recorded and then 300mm more

fine material is padded on the FOC, at least 300mm is padding on pipe.

300mm of fine material is padded on the top of the pipe before laying FOC and

then 300mm more fine material is padded on the FOC and pipe.

5.Room left fortie-in

Pipe at each side of tie-in and FOC joints are left exposed a certain length foroperation and padded later.

6.Pipeline anchor In high slope the pipeline is anchored with sand or soil bags and the upper andlower part of the block is compact solidly.

7.Open-cut crossingBedding and padding is carried out in open-cut crossing area meets the drawingsTPYE in the procedure.

** Item 4 and 5 : signature by FOC inspector




Name

Signature



17/38

LOWERING-INLocation/Area Pipe Size Report No.Alignment Sheet No.: From : To :



Type of Vegetation: Open View Cultivated Desert



RecordRemind

1.Ditch dimensionsThe dimensions (depth, width and slope ratio) of the ditch are complied with theprocedure.

2.Dithc cleaning The ditch is cleaned to prevent pipe coating damage.

3.Holiday detection There is no holiday under

4.Pre-checkThere are no person, equipment and tools in the ditch. There are no one standing,

no construction material or tools placed between the pipeline and ditch.

5.Pipe endsprotection

The pipe ends are sealed with cups to prevent ingress of foreign objectives.

6.Lifting

equipments &tools

The lifting equipments and tools are under good conditions as per HSE specs.

7.Lower-in

4 sidebooms , space 20m, are used to lower-in the 30 pipe, the maximum height

for the pipeline lift above the ground and above the bottom of the ditch is less

than 1m.


Proceeding work: YES NO Date:Approved by Contractor Rep. QA/QC Contractor Company

Name

Signature



18/38

FOC LAYINGLocation/Area Report No.From : To :






1.Visual check1) Type of the FOC is complied with the drawing.

2) No damage and distortion of the reel and cable

2.Depth & locationThe depth & location of the FOC is complied with the

procedure.

3.Caution tape Caution tape is buried above the FOC.

4.Tie-in of FOC Tie-in of FOC is complied with the procedure.

5.Spare cable Enough spare cable is left.

** Signature by Company FOC inspector




Name

Signature



19/38

HYDROSTATIC TESTINGLocation/AreaFrom :


Pipe Size:

To :

Report No.

DRYING & NITROGEN FILLING (OPTION)Location/Area Pipe Size: Report No.From : To :


1.Water treatmentTesting water should answer for the requirement of the

criterion/specification after test and approved by Company.

2.Testing systemThe testing system should be installed and inspected according

to relative procedure.

3.Work permitInform Company and get the Work permit after Testing system

qualified.

4.Testing Testing should follow the procedure, and record the changes ofall of the relative parameters.

5.DrainageDraining should answer for the Testing procedure and HSE

procedure.




Name

Signature

Date


20/38



1.Equipment &ganges

1) The instruments and equipments used in the process of

vacuum drying and nitrogen filling are answer for the

requirement of work procedure.

2) Pressure gauge and sensor and other instruments

indispensable shall be examined and acceptable.

2.Vacuum drying

1) The installation of vacuum drying system is acceptable

2) Leak check is acceptable.

3) Final pressure is acceptable.

3.Records and

reports for dryingAll records and reports are accomplished according to the

requirements of work procedure.

4.Preparation for

nitrogen filling

The equipments for nitrogen filling having been installed

properly and vacuum drying accomplished acceptable.

5. Nitrogen inspect Purity and dew point of nitrogen are acceptable and be record.

6.Pressure inspectionThere is no less than 95% of nitrogen inside of pipeline trunk

with a pressure of 0.5 bar as minimum.




Name

Signature



21/38

COLD BENDINGLocation/AreaFrom :

Pipe Size:

To :

Report No.Control Doc. No. : FQ-018


RecordRemind

1.Pipe size The pipe type and size is complied with the drawing.

2.Pipe coatingThe coating shall be free from bubbles, pits, wrinkles and with uniform

color.

3.Mandrel positionThe accuracy of the mandrel position is kept with pre-set rods (the rod atthe center point of bending machine and the rod close to the lift tongue).

4.Wall thicknessreduction

Use a pachometer to test the Wall thickness reduction at trial-produce

phrase of cold bending:1) 5 points on the outer arc of the bending section.

2) The wall thickness reduction is no less than 95% of the originate wallthickness.

5.Straight section

length

The length of the straight section is not less than 1.5m from the open end

of the bended pipe.

6.Out of roundnessThe Out-of-roundness is not more than 2% of the outside diameter of thepipe at any point.

7.Bend coating Visual and holiday detection of the bend coating.

8.Identification Check the identification of the bend.




Name

Signature



22/38

CROSSINGLocation/AreaFrom :

Pipe Size:

To :

Report No.Control Doc. No. : FQ-019


1.Preparation

1) All of the underground facilities are located in and/or nearcrossing location.

2) All necessary information (drawing, distance, depth, structureand geological condition etc.) are provided to the working

spread.3) Proper warning signs and temporary road are ready in the

crossing area.4) Ditching depth meets the design requirement.

2.Equipments All of the equipments used for crossing are in good condition.

3.Casing installationThe casing pipes for mainline and FOC are installed accordingto the construction procedure.

4.Inspection *

1) Offset of crossing centerline is acceptable.

2) The benchmark of crossing is correct.3) 100% of NDT for the mainline joints are acceptable.

4) Hydrostatic testing is up to grade.5) Electrical insulation test is carried out and acceptable

according to the procedure.6) Holiday inspection is acceptable

** Item 3 : Signature by FOC inspector




Signature



23/38

CIVIL WORKLocation/AreaFrom :


Report No.To :

Note: Activities record format is duly filled and signed.


1.Construction drawingConstruction drawings be used in the work site are approved

by Company and they are the latest version.

2.Mateirial inspectionAll of the materials be used in the construction are inspected

and qualified.

3.Ground leveling and

location measurement

1) Obstacles underground are all fixed and marked.

2) Obstacles aboveground are all removed, and ground level

achieve to the requirement of drawings.

3) Survey and measurement of location are carried out as per

the procedure, and such work be affirmed.

4.Equipment foundation

construction

Equipment foundation construction be carried out as per the

regulation of procedure.

5. Road constructionRoad construction be carried out as per the regulation of

procedure.

6.Undergroun building

1) Underground building construction be carried out as per

the regulation of procedure.

2) Floating floor installation meets the requirement of the

design.

7.Aboveground building

1) Aboveground building construction be carried out as perthe regulation of procedure.

2) Laying of external wall tiles meet the requirement of the

design.

8.Fence constructionFence construction be carried out as per the regulation of

procedure.

9.Tests and records

1) All of the inspections and tests are completed as per the

procedure.

2) All of the relative records are made out and pass muster.




Name

Signature

Date


24/38

CATHODIC PROTECTIONLocation/Area Pipe Size: Report No.From : To :




1.Material and

equipment

All of the material and equipment should be qualified according to the

engineering documentation and/or other requirement and proved with

relative certificates.

2.Seat testing pile

position

The location of testing pile should meet the requirement of approved

drawings.

3.Installation

(testing pile/equipment)

1) Treating of the cable ends answer for the requirement of procedure.2) The location of welding point is at the correct place.

3) Steel pipe/casing surface treatment is qualified.

4) Tools and materials for welding are correct.

5) The connection of cable to pipe/casing/testing pile/anode is correct.

6) Sacrificial anodes are installed correct

7) The coating of all joints are qualified.

8) Installation and debugging of all equipments for cathodic protection

should be up to mustard.

4.Testing

1) The resistance between welding point and steel pipe/casing shall not

more than 0.1 Ohm.

2) All joints are acceptable through holiday inspection.

3) The potential testing that be carried out according to the procedure

is up to the mustard.

4) The system debugging is completed and acceptable.




Name

Signature

Date


25/38

ELETRICAL INSTALLATIONLocation/AreaFrom :

Report No.To :

Installing facility: No.:



1.Cable Laying

Cable laying order, route comply with construction

drawing, the insulation resistance between cable andgrounding is not less than 500M

2.GroundingSystem

Grounding trench depth more than 800MM, Tie-in with

grounding electrodes and grounding line fastness, thegrounding resistance is not more than 10.

3.Power

DistributionPanel

The position of PDP's construction is comply withconstruction drawing required.

4.Lighting

The loops of lighting are right, haven't short circuit

between different loops and haven't grounding of theloops. the lighting system work right.




Name

Signature



26/38

INSTRUMENT INSTALLATIONLocation/AreaFrom :

Report No.To :

Installing facility: No.:



1.Preparation for

construction

1. Construction environment meets requirement.

2. Equipment and tools for installation are ready.

3. Check the type, certification and instruction of installed

equipment material.

4. Pre-fabrication field is ready (if necessary)

2.Instrument

installation

1. Local instrument, remote instrument, level instrument,

electrical actuator, fire spy head, fuse cable, and other kind of

instrument installation is according to corresponded

installation flowchart and procedure.

2. Installation location is correction as per corresponded

drawings.

3. Record.

3.The connection of

the instrument to

process

Allocation an installation of connection of the instruments to

process meet requirements.

4.Installation of

support

Supports prefabricate and install as per corresponded drawings

and procedure.

5.Cables andjunction

1. Location of digging, laying of cables, installing of conduits

and junction boxes are correct.

2. Record.

6.EarthingEvery location needing earth is connected to the earthling

network and connecting is good.




Name

Signature



27/38

COATING PART II-COATING FOR GROUND & UNDERGROUND FACILITIES

Location/Area Pipe Size: Report No.From :


To :



1.Preparation of

coating

1) Coating material is qualified.

2) The tool is suitable for coating operation.

3) Facility/parts of the system that will be coated has a qualified

surface treatment.

4) Work circumstance answer for the requirement.2.Coating

operation

Coating operation accord with procedure or the regulation of

manufactory.

3.Inspection in

coating

1) Visual check is acceptable. (As per Surface profile

comparator

2) Holiday inspection is acceptable.

3) Thickness inspection is acceptable

4) Peel test is acceptable (if need).

4.Repair All of the repair have finished and acceptable.




Name

Signature

Date


28/38

PIGGING & CLEANINGLocation/Area Pipe Size: Report No.From : To :



1.Pig and pig traps

1) Pigs for cleaning and gauging are answer for the

requirement of work procedure.

2) Pig receiver and pig launcher are installed correctly.

2.Cleaning system

installation

Pig cleaning system and the relative equipments and instruments

are installed properly in good state.

3.Inspection The gauging plate shall be examined and taken photosimmediately after the pigs have get from pig receiver.

4.Record and reportRecords and reports for the process of pig cleaning and gauging

have been accomplished according to the work procedure.




Name

Signature



29/38

REINSTATEMENT OF ROW AND RESTORATION WORKLocation/Area Pipe Size: Report No.From : To :

Morphology Situation: Plain Hill Desert Land Sand Dunes Rocky Area Wadi





1.Reinstatement of ROW

1) Public\ private lawns or courtyards or entrances etc. in the

ROW have the same or better condition than before.

2) The cropland and water supply and drainage system andwalls/fences which be destroyed are all be reinstated and

acceptable.3) All the residual materials and waste materials are moved tothe proper place.

4) The original physiognomy in other place are all bereinstated.

5) The bund on the trench is acceptable.

2.Reinstatement ofbanks and

embankments

The banks and embankments which be destroyed are allreinstated and acceptable.

3. PhotographThe reinstatement of physiognomy be proved by essentialphotographs.

4.Pipeline marker postsand warning signs

The marker posts (KP posts, CP posts etc.) and warning signs

are all setup and installed according to the relative requirementand acceptable.




NameSignature

Date


30/38

STATION MECHANICAL INSTALLATIONLocation/AreaFrom :

Report No.To :


Activities Control Requirements or Accept Criteria Inspection Record Remind1.Acceptance to

Equipment, fitting

& material

All equipments, fitting and material meet the requirements of

engineering and the quality certificates and/or calibration

certificates are the evidence.

2.CleaningThe piping system should be cleaned before the installation of

equipments and fittings.

3.Inspection to the

base of theequipment

Inspect the center line of equipment base.

4.Installation to the

equipment, fitting

and auxiliary

1) The installation to equipment and fitting accordant

correspond with the related procedure.

2) Station weld meets the requirements of the related WPS for

station

5. Inspection* 1) Visual check is acceptable

2) Dimension check is acceptable

3) NDT check is acceptable

6. Record and report Records and reports for the process of installation have been

accomplished according to the work procedure.

** Item 5 : Signature by company welding inspector




Name

Signature



31/38

BACKFILLINGLocation/Area Pipe Size Report No.Alignment Sheet No.: From : To :





1.Backfilling material

1) There is no stones in which the diameter more than 150mm

2) The surface material answer for the requirement of original

morphology situation.

2.Shape The shape of ground meets the requirements of work procedureafter backfilling.

3.Residual materialResidual material has been disposed in proper methods

acceptable.

4.Backfilling highThe crown high above trench cannot be more than 300mm

except in cultivated area.

5.Room left for tie-in

and FOC joints*

pipe at each side of tie-in and FOC joints are left exposed a

certain length for operation and padded later.

6.Pipeline anchorIn high slope the pipeline is anchored with sand or soil bagsand the upper and lower part of the block is compact solidly.

7.Crossing areaThe backfilling soil in crossing area meets the requirement of

design.

** Item 5 : Signature by FOC inspector




Name

Signature



32/38

PAINTING ABOVE GROUNDLocation/AreaFrom :

Report No.To :



1.Preparation of

painting

1) The tool is suitable for painting operation

2) Facility/parts of the system that will be painted has a

qualified surface treatment

3) Surface roughness test is acceptable

2.Painting operationPainting operation accord with procedure, specifications and

regulation of manufactory.

3.Inspection in

painting

1) Visual check is acceptable2) Thickness check is acceptable

3) Destructive tests is acceptable

4) Check of adhesion is acceptable

4.Repair All the repair have finished and acceptable

**Note : Signature by painting inspector contractor




Name

Signature

Date



33/38

PRE-COMMISSIONING (FOR INSTRUMENT SYSTEM)LocationFrom :

Report No.To :

System :


Activities Control Requirements or Accept Criteria Inspection Record Remind1. Preparation prior to

pre-commissioning

1) Mechanical completion is ready

2) Personnel for pre-commission are ready.

2. Pre-commissioning

All equipments are subjected to the following tests

The connections and continuity test

Insulation testVerify every instrument in good condition and calibration.

3. Record Each record required is ready




Name

Signature

Date



34/38

PRE-COMMISSIONING ( FOR ELECTRIC SYSTEM)LocationFrom :

Report No.To :

System:


Activities Control Requirements or Accept Criteria Inspection Record Remind1.Preparation prior to

pre-commissioning



2.Pre-commissioning

Check and test following items:

Solar panels unit

Control boardLow voltages switchboard (D.C or A.C.)

Storage battery

Trailer-movable diesel generator

Rectifier cabinet

3.Record Each record required is ready




Name

Signature

Date



35/38

PRE-COMMISSIONING (FOR CATHODIC PROTECTION YSTEM)

LocationFrom :

Report No.To :

System:


Activities Control Requirements or Accept Criteria Inspection Record Remind1.Preparation prior to

pre-commissioning



2.Pre-commissioning

Check and test following items:

Insulating joints and casing protection pipes

Reference cells and test points

Ground bedsDC feeders (TR/R)

Electrical cables

Pipeline natural potential

3.Record Each record required is ready




Name

Signature

Date



36/38

HYDROTEST LVS and PTS

Number of LVS and PTSFrom :

Report No.To :


ActivitiesControl Requirements or Accept

Criteria

Inspection

RecordRemind

1.Water for PressureTest

The water for pressure test comply with the requirement

of procedure.

2.Testing SystemThe pressure test system shall be installed and checkedaccording to the related procedure and obtained

Companys approval.

3.Testing Pressure

During testing it shall be in accordance with the

requirement of the procedure and the pressure comply

with the procedure.

4. DewateringDewatering shall be in accordance with the Testing

procedure and HSE procedure after testing.

5. RecordEach record required is in accordance with the

requirement.




Name

Signature

Date

MATERIAL/EQUIPMENT INSPECTION, RECEIVING AND STORAGE


37/38

Purchase Order No. :

Goods Name :

Packing List No. :

Report No. :



RecordRemind

1.Acceptance

of material and

equipment

The material and/or equipment are inspected as per the Purchase Order and Packing

List for acceptance with qualified certificates. Damaged or unqualified material is

reported to Warehouse Supervisor and managed according to the procedure.

2.Piece count

and visual

check

The account is correct, the packing is not damaged and polluted, the goods is free from

damp and corrosion.

3.Storage andpreservation

Accepted material or equipment is stored in accordance with the relevant procedure;

preservation measures are taken according to the storage requirements of the material

recommended by material Vendors.4.Control of

Non-conformed

Products

Unacceptable material or equipment is isolated and marked. No non-conformed

material is issued for construction. Detail inspection record of damaged and unqualified

material or equipment is provided.

5.Requirements

for warehouse.

The warehousing is complied with the following items:

1) closed by fences.

2) At least 10cm support is padded and graded for drainage.

3) The elements are shielded with proper material (like polyethylene, tarps or

temporary structures).

4) The boxes and package are not stacked unless allowed by Vendors instructions.

5) Visual check for the material is convenient.

6) Identification marks are clear and visible.7) Materials on shelves are carefully classified.

8) Other specifications in the Vendors instruction.

6.Handling &

transporting

equipments.

The handling and transporting equipments are operated under good condition.




Name

Signature

Date


38/38



Libya


Date post:	02-Apr-2018
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