035-ITP FOR PUMPS.pdf

Pearl GTL Project Shell Project No: HP-3000-QAT Project Document Number: T- 4.250.922

Purchase Order Number:

2MH127

Tag/Item Number(s):

N/A

Unit(s):

ASU

PCWBS:

Z

LINDE ENGINEERING

Contractor Project No: 5887

Project Rev.: A

Page 2 of 27

QATAR SHELL GTL PROJECT (PEARL) C2 AIR SEPARATION UNITS CONSTRUCTION

E

A

21.10.08

Issue for Review

SK

EO

AG

IFR

D

A

16.09.08

Issue for Review

SK

EO

AG

IFR

C

O

06.03.08

Issued for Company comments

BR

UA

ZG

ICC

B

03.02.08

Issued for Review

BR

UA

ZG

IFR

A

31.01.08

Issued for Internal Review

BR

UA

ZG

IIR

Date

Description

GAMA Rev.

Project Rev

No.

No.

Prepared Checked Approved By By By

Status

ORIGINATOR ORIGINATOR

Document Title:

INSPECTION TEST PLAN FOR PUMPS LINDEGINEERING AG Document No.

Contractor

Gama Qatar Co. W. L. L.

GAM

ITP

QAC

GTL

035

E

Org.

Doc. Type

Geogr. Area

Seq.

Code

Disc. Code

Rev. No

Project Document Number: T-4.250.922

No

LOC470 Vendor Code

Rev No: A

QSGTL PEARL PROJECT

ITP NO: NO: GAM-ITP-QAC-GTL-035

C2 ASU Construction Works ITP FOR INSTALLATION INSTALLATION OF PUMPS PUMPS (FSI) S. GAMA QATAR

X. CONTRACTOR QC

C. COMPANY

DATE: 21.10.08-REV.E DATE: 21.10.08-REV.E A. THIRD PARTY (TPI)

I: INSPECTION / TEST R: DOCUMENT ISSUED/REPORT REVIEW S: SURVEILANCE H: HOLD POINT (Notification Required and Presence Mandatory). W: WITNESS(Notification WITNESS (Notification Required but Presence not Mandatory) Item

Test Frequency

Activity

Reference Document

Acceptance Criteria

Responsible Party

Verifying Documents

S

X

C

TECHINICAL OFFICE

-

H

R

R

1.0

DOCUMENTATION

1.1

Contractor drawings, project specifications, manuals, codes

100%

1.2

Lifting studies (For Heavy Equipments)

100%

T.4.234.084

-

HSSE

-

H

R

R

2.0

EQUIPMENT

2.1

Equipment identification and name plate verification

100%

T-4.250.945

Approved drawing, DEP 31.10.03.10; DEP 31.29.00.10

STORE INCHARGE

GAM-QCR-QAC-GTL-080

I

S

S

2.2

Receiving inspection

100%

T-4.250.945

Approved drawing, DEP DEP 31.29.00.10

STORE INCHARGE

GAM-QCR-QAC-GTL-080

I

I

S

2.3

Storage, preservation and documentation (FSI)

100%

T.13.377.360E;T.4.250.932

QCI

GAM-QCR-QAC-GTL-069

I

S

S

2.4

Periodic Preventive maintenance

100%

T-4.250.945;T.4.250.932

QCI

GAM-QCR-QAC-GTL-073

H

S

S

100%

T.4.250.915

QCI

Calibration certificate

H

R

R

2.5

Inspection measuring and test equipment calibration

3.0

INSTALLATION

-

-

Approved drawing, DEP 31.29.00.10;DEP 70.10.70.11 T.13.377.454E; Vendor instruction, DEP 70.10.70.11; T.13.377.454E DEP 31.29.00.10 Vendor instruction, -

A

Page 4

T-4.250-922 REV-A

QSGTL PEARL PROJECT



X. CONTRACTOR QC

C. COMPANY



Activity

Test Frequency

Reference Document

100%

T-4.250.945

100%

T-4.250.945

Acceptance Criteria

Responsible Party

Verifying Documents

S

X

C

QCI

GAM-QCR-QAC-GTL-120; GAM-QCR-QAC-GTL-113

H

I

I

I

I

I

I

I

I

I

I

I

A

Approved drawing, 3.1

3.2

3.3

3.4

Foundation complete and accepted

Foundation chipping to sound metal Anchor bolts control & pocket cleaning

Shims installation

DEP 34.19.20.31; T.13.376.358 DEP 31.29.00.10 Approved drawing, DEP DEP 34.19.20.31; T.13.376.358

QCI

DEP 31.29.00.10 100%

T-4.250.945

100%

T-4.250.945

Approved drawing, DEP DEP 34.19.20.31;T.13.376.358 DEP 31.29.00.10 Approved drawing, T.13.376.358

QCI

QCI

DEP 31.29.00.10 Levelling, orientation & 3.5

alignment (pump & driver

100%

T-4.250.945 T.13.377.360E

3.7

3.8

Settlement monitoring(FSI) monitoring (FSI) Checking and recording of “soft f oo oot”

Bolts Tightening(FSI) Tightening(FSI)

100%

T-4.250.945

100%

T-4.250.945

100%

T-4.250.945; T.13.377.360E

Approved drawing, DEP 31.29.00.10,


GAM-QCR-QAC-GTL-120 GAM-QCR-QAC-GTL-120 GAM-QCR-QAC-GTL-115

H

I

I

QCI

GAM-QCR-QAC-GTL-116

I

S

S

QCI

GAM-QCR-QAC-GTL-120

I

S

S

QCI

GAM-QCR-QAC-GTL-120 GAM-QCR-QAC-GTL-041

H

I

S

Vendor specifications, Approved drawings, DEP 31.29.00.10 SEC-3.9.4.7 Approved drawing, DEP DEP 31.29.00.10, Vendor specification,

T-4.250-922 REV-A

GAM-QCR-QAC-GTL-113

QCI

Vendor specification

set)(FSI) set)(FSI) 3.6

Approved drawing, DEP DEP 31.29.00.10,

GAM-QCR-QAC-GTL-120;

Page 5

QSGTL PEARL PROJECT



X. CONTRACTOR QC

C. COMPANY



Test Frequency

Activity

Reference Document

Acceptance Criteria

Responsible Party

Verifying Documents

S

X

C

QCI


H

I

I

I

I

I

I

I

I

I

I

I

A


3.2

3.3

3.4

Foundation complete and accepted

Foundation chipping to sound metal

100%

T-4.250.945

100%

T-4.250.945

DEP 34.19.20.31; T.13.376.358 DEP 31.29.00.10 Approved drawing, DEP DEP 34.19.20.31; T.13.376.358

GAM-QCR-QAC-GTL-120;

QCI

GAM-QCR-QAC-GTL-113

DEP 31.29.00.10

Anchor bolts control & pocket cleaning

Shims installation

100%

T-4.250.945

100%

T-4.250.945

Approved drawing, DEP DEP 34.19.20.31;T.13.376.358 DEP 31.29.00.10 Approved drawing, T.13.376.358


QCI

QCI

GAM-QCR-QAC-GTL-120

DEP 31.29.00.10 Levelling, orientation & 3.5

alignment (pump & driver

100%

T-4.250.945 T.13.377.360E

3.7

3.8

QCI


H

I

I

QCI

GAM-QCR-QAC-GTL-116

I

S

S

QCI

GAM-QCR-QAC-GTL-120

I

S

S

QCI


H

I

S


set)(FSI) set)(FSI) 3.6


Settlement monitoring(FSI) monitoring (FSI) Checking and recording of “soft f oo oot”

Bolts Tightening(FSI) Tightening(FSI)

100%

T-4.250.945

100%

T-4.250.945

100%

T-4.250.945; T.13.377.360E

Approved drawing, DEP 31.29.00.10, Vendor specifications, Approved drawings, DEP 31.29.00.10 SEC-3.9.4.7 Approved drawing, DEP DEP 31.29.00.10, Vendor specification,

Page 5

T-4.250-922 REV-A

QSGTL PEARL PROJECT



X. CONTRACTOR QC

C. COMPANY



Activity

Test Frequency

Reference Document

Acceptance Criteria

Responsible Party

Verifying Documents

S

X

C

DEP34.19.20.31; T.13.376.358 ;Manufactures Instruction

QCI

GAM-QCR-QAC-GTL-025

I

I

I

I

I

S

3.9

Grouting

100%

T-4.234.545

3.10

Jack screw removal

100%

T-4.250.945

3.11

Temporary earthing

100%

T-4.250.945

100%

T-4.250.945; T.13.377.360E

100%

T-4.250.945; T-4.250.936; T.13.377.360E

100%

T-4.250.936

3.12

3.13

Anchor bolts Tightening Tightening after grouting(FSI) grouting(FSI)

Flanges parallelism (FSI) All piping installation, installation,

3.14

alignment, & connection

DEP 31.29.00.10 Vendor specification, Approved drawing,

QCI

GAM-QCR-QAC-GTL-120

QCI

GAM-QCR-QAC-GTL-120

I

I

S


QCI

GAM-QCR-QAC-GTL-120

H

I

S

Approved drawing, DEP 31.29.00.10 DEP 31.38.01.11;T.13.376.815E

QCI


H

I

I

QCI

GAM-QCR-QAC-GTL-120

H

S

S

QCI

GAM-QCR-QAC-GTL-120

H

I

I

QCI

GAM-QCR-QAC-GTL-132

I

I

I

DEP 31.29.00.10,

A

Approved drawing,

without any objectionable load

DEP 31.29.00.10, DEP 31.38.01.11;T.13.376.815E Approved drawing,

3.15

Cold alignment & levelling rechecking(FSI) rechecking(FSI)

100%

T-4.250.936; T.13.377.360E

DEP 31.29.00.10, DEP 61.10.08.11; T.13.377.455E

T-4.250.936

Approved drawing, DEP DEP 31.29.00.10; DEP 31.38.01.11;T.13.376.815E; DEP 31.29.00.36

Vendor specification 3.16

Coupling Installation check

T-4.250-922 REV-A

100%

Page 6

QSGTL PEARL PROJECT



X. CONTRACTOR QC

C. COMPANY



Activity

Test Frequency

Reference Document

Acceptance Criteria

Responsible Party

Verifying Documents

S

X

C

DEP34.19.20.31; T.13.376.358 ;Manufactures Instruction

QCI

GAM-QCR-QAC-GTL-025

I

I

I

I

I

S

3.9

Grouting

100%

T-4.234.545

3.10

Jack screw removal

100%

T-4.250.945

3.11

Temporary earthing

100%

T-4.250.945

100%

T-4.250.945; T.13.377.360E

100%

T-4.250.945; T-4.250.936; T.13.377.360E

100%

T-4.250.936

3.12

3.13

Anchor bolts Tightening Tightening after grouting(FSI) grouting(FSI)

Flanges parallelism (FSI) All piping installation, installation,

3.14

DEP 31.29.00.10 Vendor specification, Approved drawing,

QCI

GAM-QCR-QAC-GTL-120

QCI

GAM-QCR-QAC-GTL-120

I

I

S


QCI

GAM-QCR-QAC-GTL-120

H

I

S


QCI


H

I

I

QCI

GAM-QCR-QAC-GTL-120

H

S

S

QCI

GAM-QCR-QAC-GTL-120

H

I

I

QCI

GAM-QCR-QAC-GTL-132

I

I

I

DEP 31.29.00.10,

A

Approved drawing,

alignment, & connection without any objectionable load

DEP 31.29.00.10, DEP 31.38.01.11;T.13.376.815E Approved drawing,

3.15

Cold alignment & levelling

100%

rechecking(FSI) rechecking(FSI)

T-4.250.936; T.13.377.360E

DEP 31.29.00.10, DEP 61.10.08.11; T.13.377.455E Vendor specification

3.16

Coupling Installation check

100%

T-4.250.936

Approved drawing, DEP DEP 31.29.00.10; DEP 31.38.01.11;T.13.376.815E; DEP 31.29.00.36

Page 6

T-4.250-922 REV-A

QSGTL PEARL PROJECT



X. CONTRACTOR QC

C. COMPANY



Activity

Test Frequency

Reference Document

Acceptance Criteria

T-4.250.945; T.13.377.360E

DEP 31.29.00.10, DEP 61.10.08.11; T.13.377.455E

Responsible Party

Verifying Documents

S

X

C

QCI

GAM-QCR-QAC-GTL-120

I

I

I

QCI


H

H

I

QCI

GAM-QCR-QAC-GTL-120

I

I

S

A


Mechanical seal/packing installation check(FSI) check(FSI)

100%


3.18

Cleaning, flushing and oil filling(FSI) filling(FSI)

100%

T-4.250.930;T.13.377.360E

DEP 31.29.00.10, DEP 70.10.80.11, DEP 61.10.08.11;T.13.377.455E Vendor specification,

3.19

Temporary suction strainers


100%

T-4.250.936; T-4.250.945

100%

T-4.251.035

-

QCI


I

I

R

100%

T-4.250.945:T.13.377.360E

Approved drawings,DEP 31.29.00.10

QCI

GAM-QCR-QAC-GTL-115

H

I

I

100%

T-4.250.945

DEP 61.10.08.11 Approved drawings, DEP 31.29.00.10 Sec 4.20.9

QCI

GAM-QCR-QAC-GTL-120

I

I

S

100%

T-4.250.945

DEP 61.10.08.11; T.13.377.455EApproved drawings, DEP 31.29.00.10

QCI

GAM-QCR-QAC-GTL-120

I

I

S

installation check 3.20

Equipment if any damage

4.0

FINAL INSPECTION

4.1

Final alignment(FSI) alignment(FSI) Checking and recording of

4.2

distance between shaft ends and/or between hubs

4.3

Shaft turning freely by hand

T-4.250-922 REV-A

Page 7

QSGTL PEARL PROJECT



X. CONTRACTOR QC

C. COMPANY



Test Frequency

Activity

Reference Document

Acceptance Criteria

T-4.250.945; T.13.377.360E

DEP 31.29.00.10, DEP 61.10.08.11; T.13.377.455E

Responsible Party

Verifying Documents

S

X

C

QCI

GAM-QCR-QAC-GTL-120

I

I

I

QCI


H

H

I

QCI

GAM-QCR-QAC-GTL-120

I

I

S

A


Mechanical seal/packing

100%

installation check(FSI) check(FSI)


3.18

Cleaning, flushing and oil

100%

filling(FSI) filling(FSI)

T-4.250.930;T.13.377.360E

DEP 31.29.00.10, DEP 70.10.80.11, DEP 61.10.08.11;T.13.377.455E Vendor specification,

3.19

Temporary suction strainers


100%

T-4.250.936; T-4.250.945

100%

T-4.251.035

-

QCI


I

I

R

100%

T-4.250.945:T.13.377.360E

Approved drawings,DEP 31.29.00.10

QCI

GAM-QCR-QAC-GTL-115

H

I

I

100%

T-4.250.945

DEP 61.10.08.11 Approved drawings, DEP 31.29.00.10 Sec 4.20.9

QCI

GAM-QCR-QAC-GTL-120

I

I

S

100%

T-4.250.945

DEP 61.10.08.11; T.13.377.455EApproved drawings, DEP 31.29.00.10

QCI

GAM-QCR-QAC-GTL-120

I

I

S

installation check 3.20

Equipment if any damage

4.0

FINAL INSPECTION

4.1

Final alignment(FSI) alignment(FSI) Checking and recording of

4.2

distance between shaft ends and/or between hubs

4.3

Shaft turning freely by hand

Page 7

T-4.250-922 REV-A

QSGTL PEARL PROJECT



X. CONTRACTOR QC

C. COMPANY



Activity

Test Frequency

Reference Document

Acceptance Criteria

T-4.250.930;T.13.377.360E

DEP 61.10.08.11Approved drawings, DEP 31.29.00.10

equipment and associated

100%

system(FSI) system(FSI)

4.5

Verification of auxiliary system completion

Verifying Documents

S

X

C

QCI


H

I

I

QCI

GAM-QCR-QAC-GTL-120

I

I

S

A

Vendor specifications

Cleanliness check for 4.4

Responsible Party

DEP 70.10.80.11

100%

T-4.250.945

Vendor specifications Approved drawings, DEP DEP 31.29.00.10 DEP 61.10.08.11

4.6

Verification of piping pressure test acceptance – Prior to final alignment(FSI) alignment(FSI)

4.7

Installation of accessories & coupling guard

4.8 4.9

4.10

T-4.250.945; T-4.250.908 T.13.377.360E

Approved drawing DEP 31.38.01.11;T.13.376.815E

QCI

GAM-QCR-QAC-GTL-065

H

H

W

100%

T-4.250.945

Vendor specifications DEP 61.10.08.11;T.13.377.455E Approved drawings, DEP DEP 31.29.00.10

QCI

GAM-QCR-QAC-GTL-120

I

I

S

General Punch List(Clearing)

100%

T-4.250.945

-

QCI


H

H

R

Final Equipment box up

100%

T-4.250.945

-

QCI

GAM-QCR-QAC-GTL-133

H

H

S

100%

T-4.250.945

T.13.377.555G

QCI

ALL REPORTS

H

H

R

Installation Completion and sign-off quality records

T-4.250-922 REV-A

100%

Page 8

QSGTL PEARL PROJECT



X. CONTRACTOR QC

DATE: 21.10.08-REV.E DATE: 21.10.08-REV.E

C. COMPANY

A. THIRD PARTY (TPI)


Test Frequency

Activity

Reference Document

Acceptance Criteria

T-4.250.930;T.13.377.360E

DEP 61.10.08.11Approved drawings, DEP 31.29.00.10

equipment and associated

100%

system(FSI) system(FSI)

4.5

Verifying Documents

S

X

C

QCI


H

I

I

QCI

GAM-QCR-QAC-GTL-120

I

I

S

A

Vendor specifications

Cleanliness check for 4.4

Responsible Party

DEP 70.10.80.11

Verification of auxiliary system completion

100%

Vendor specifications Approved drawings, DEP DEP 31.29.00.10

T-4.250.945

DEP 61.10.08.11 4.6

Verification of piping pressure test acceptance – Prior to final alignment(FSI) alignment(FSI)

4.7

Installation of accessories & coupling guard

4.8 4.9

4.10

T-4.250.945; T-4.250.908 T.13.377.360E

Approved drawing DEP 31.38.01.11;T.13.376.815E

QCI

GAM-QCR-QAC-GTL-065

H

H

W

100%

T-4.250.945

Vendor specifications DEP 61.10.08.11;T.13.377.455E Approved drawings, DEP DEP 31.29.00.10

QCI

GAM-QCR-QAC-GTL-120

I

I

S

General Punch List(Clearing)

100%

T-4.250.945

-

QCI


H

H

R

Final Equipment box up

100%

T-4.250.945

-

QCI

GAM-QCR-QAC-GTL-133

H

H

S

100%

T-4.250.945

T.13.377.555G

QCI

ALL REPORTS

H

H

R

Installation Completion and sign-off quality records

100%

Page 8

T-4.250-922 REV-A

C2-ASU PROJECT GAMA QATAR GROUT POUR CARD(PRE/POST POUR)

Form No: GAM-QCR-QAC-GTL-025

Inspection Gr.:

ITP No.:

Laboratory:

Record No:

Date:

TAG NO.: DESCRIPTION: TYPE OF GROUT:

LOCATION: DRAWING: QUANTITY OF GROUT: GAMA/T – Const.

Item No.

TYPE OF ACTIVITY

1.0

Setting Out

2.0

Concrete Surface Preparation

3.0

Equipment / Surface Alignment

4.0

Formworks

5.0

Isolation Joint

6.0

Metal Surface Preparation

7.0

Mixing / Placing / Finishing of Grout (1)

8.0

Curing of Grout (1)

9.0

Removal of Shims

10.0


11.0

Curing of Grout (2)

12.0

Sealant to Isolation Joint

13.0

Final Inspection

Signature

Date

GAMA/T - QC Signature

Date

CONTRACTOR CONTRACTOR Signature

Date

Remarks: Full Name/Signature/Date GAMA QATAR

CONTRACTOR

COMPANY

COMPANY(*) Signature

Date

REMARKS

C2-ASU PROJECT GAMA QATAR GROUT POUR CARD(PRE/POST POUR)

Form No: GAM-QCR-QAC-GTL-025

Inspection Gr.:

ITP No.:

Laboratory:

Record No:

Date:

TAG NO.: DESCRIPTION: TYPE OF GROUT:

LOCATION: DRAWING: QUANTITY OF GROUT: GAMA/T – Const.

Item No.

TYPE OF ACTIVITY

1.0

Setting Out

2.0

Concrete Surface Preparation

3.0

Equipment / Surface Alignment

4.0

Formworks

5.0

Isolation Joint

6.0

Metal Surface Preparation

7.0


8.0

Curing of Grout (1)

9.0

Removal of Shims

10.0


11.0

Curing of Grout (2)

12.0

Sealant to Isolation Joint

13.0

Final Inspection

Signature

Date

GAMA/T - QC Signature

CONTRACTOR CONTRACTOR

Date

Signature

Date

COMPANY(*) Signature

REMARKS

Date

Remarks: Full Name/Signature/Date GAMA QATAR

CONTRACTOR

COMPANY

C2 ASU PEARL GTL PROJECT RASLA FFAN INDUSTRIAL INDUSTRIAL CITY

BOLT TIGHTENING INSPECTION REPORT

Subcontract Ref.:

Report No.:

Item Description:

Inspection Date:

Item Location / Area:

Test Code No.:

Subsystem:

ITP No.:

Ref. DWG / Docs: Used Measuring and test equipment ref. (if applicable): INSPECTIONS

Item No/Spool No

Mark No./Joint No

Bolting Grade

Size

Bolt Tightening (Torque Value)

Inspector’s Signature


BOLT TIGHTENING INSPECTION REPORT

Subcontract Ref.:

Report No.:

Item Description:

Inspection Date:


Test Code No.:

Subsystem:

ITP No.:


Item No/Spool No

Mark No./Joint No Grade

ORGANIZATIONS y B d e t p e c c A

Bolting

DATE

THIRD PARTY REP. GAMA REP. LINDE REP. QSGTL OR its PMC REP.

GAM-QCR-QAC-GTL-041

C2 ASU PEARL GTL PROJECT

Size

NAME

Bolt Tightening (Torque Value)

Inspector’s Signature

SIGNATURE


FLANGE ALIGNMENT INSPECTION REPORT

Subcontract Ref.:

Report No.:

Item Description:

Inspection Date:


Test Code No.:

Subsystem:

ITP No.:


Item No/Spool No

Mark No./Joint No

ORGANIZATIONS y B d e t p e c c A

Face Distance

DATE

Face parallelism

Centreline offset

NAME

Inspector’s Inspector ’s Signature

SIGNATURE

THIRD PARTY REP. GAMA REP. LINDE REP. QSGTL OR its PMC REP.

GAM-QCR-QAC-GTL-058

Q A A T T A A R Company

C2 ASU PEARL PEARL GTL PROJECT PROJECT RAS LAFFAN INDUSTR INDUSTRIAL IAL CITY Project No:

Piping Test No:

Q A A T T A A R

C2 ASU PEARL PEARL GTL PROJECT PROJECT RAS LAFFAN INDUSTR INDUSTRIAL IAL CITY

Company

Project No:

Project Title:

Location

Piping Test No:

PIPING FIELD Priority System No:

TEST REPORT S/C Prepared By:

Test Media:

Name:

Signature

Description Of Test

Date:

LINDE Acceptance By: Name:

Reference Flow Sheets (List All applicable): Signature

Line Number

Line Size

Date: Drawing or Isometric Number

Rev (At Time of Test)

Fr o m

To

Paint Code

Insul. Code

Equipment Tested Trough:

WELDING INSPECTION RELEASE, READY FOR TEST (All Welding and NDT is complete and per specification and piping is ready for test) GAMA WELDING

Lines/ piping as tabulated above have been tested and found to supports, valves and components components in place except for items nece Test Witnessed By

Inspector: Name

Date:

Signature:

LINDE Welding

GAMA Inspector: Name

Signature:

LINDE Field

Inspector: Name

Signature:

Date::

QSGTL or its PMC

Engineer: Name

Signature:

QSGTL or its PMC

Inspector: Name

Signature:

Date::

Inspector: Name

Signature

GAM-QCR-QAC-GTL-065

Piping Test No:

PIPING PIPING FIELD FIELD TEST TEST REPORT REPORT Descrip Descr ipti ti on of Test Test Line Number

Line Size

Drawing or Isometric Number

(Continuation Sheet)


Fr o m

To

Paint Code

Insul. Code

Piping Test No:

PIPING PIPING FIELD FIELD TEST TEST REPORT REPORT Descrip Descr ipti ti on of Test Test Line Size

Line Number

Drawing or Isometric Number

(Continuation Sheet)


Fr o m

To

Paint Code

Insul. Code

GAM-QCR-QAC-GTL-065

C2 ASU PEARL GTL PROJECT RAS LAFFAN INDUSTRIAL CITY

Q A A

CLEANLINESS CLEA NLINESS ACCEPTENCE REPORT REPORT

A A R

Sub Contract Ref:

Item Location Area:

Isometric No:

Item Description:

sub system:

Form No:

t e e h s

Cleanliness class

Spool

Cleaning Method

Inspection method

In s p ec t i o n Res u l t

Pre Fabrication

Er ec t i o n

Report No: Inspection Date GA MA QA TA R Si g n at u r e

Dat e

L INDE Si g n at u r e

QSGTL o r i t s PMC Dat e

Si g n at u r e

Dat e


Q A A

CLEANLINESS CLEA NLINESS ACCEPTENCE REPORT REPORT

A A R

Sub Contract Ref:

Item Location Area:

Isometric No:

Item Description:

sub system:

Form No:

t e e h s

Cleanliness class

Spool

Cleaning Method

Inspection method

In s p ec t i o n Res u l t

Pre Fabrication

Report No: Inspection Date GA MA QA TA R

Er ec t i o n

Si g n at u r e

Dat e

L INDE Si g n at u r e

QSGTL o r i t s PMC Dat e

Si g n at u r e

GAM-QCR-QAC-GTL-070


Q A A T T A A R

PERIODIC PREVENTIVE MAINTENANCE CHECK

Subcontract Ref.:

Report No.

Item Description:

Inspection Date:


Vendor IMOI Ref:

Subsystem:

Equipt.Tag No

Ref. DWG / Documents: Used Measuring and test equipment ref. (if applicable):

Date Date of Inspection

PRESERVATION REQUIREMENTS (ROTATIC EQUIPMENT) EQUIPMENT) 1.General Inspection-Weather Protection/Painting Protection/Painting

2. All openings sealed including Motor junction Box. 3. All Mechanical surfaces protected against rust. 4.Check Nitrogen Pressure 5.Anchor bolts/shims covered with grease 6.Rotate all shafts,pulleys,lubricators by 21/4 turns

7.Check oil levels of-bearing housing, gear/crank casing, tanks 8.Check for water at drain points 9.Flange faces-protection denso tape & dust blinds in place

ORGANIZATIONS

DATE

NAME

SIGNATURE

Dat e


Q A A T T A A R

PERIODIC PREVENTIVE MAINTENANCE CHECK

Subcontract Ref.:

Report No.

Item Description:

Inspection Date:


Vendor IMOI Ref:

Subsystem:

Equipt.Tag No

Ref. DWG / Documents: Used Measuring and test equipment ref. (if applicable):

Date Date of Inspection

PRESERVATION REQUIREMENTS (ROTATIC EQUIPMENT) EQUIPMENT) 1.General Inspection-Weather Protection/Painting Protection/Painting

2. All openings sealed including Motor junction Box. 3. All Mechanical surfaces protected against rust. 4.Check Nitrogen Pressure 5.Anchor bolts/shims covered with grease 6.Rotate all shafts,pulleys,lubricators by 21/4 turns

7.Check oil levels of-bearing housing, gear/crank casing, tanks 8.Check for water at drain points 9.Flange faces-protection denso tape & dust blinds in place

ORGANIZATIONS

DATE

NAME

SIGNATURE

y THIRD PARTY REP. B d e GAMA REP. t p e c LINDE REP. c A

QSGTL REP.

GAM-QCR-QAC-GTL-073


Q A A T T A A R

INITIAL STORAGE AND PRESERVATION PRESERVATION CHECK

Subcontract Ref.:

Report No.

001

Item Description:

HEX BOX FC21

Inspection Date:


COLD BOX - FC

Vendor IMOI Ref:

Subsystem:

RFI NO : 1850

08.06.08

Equipt.Tag No

Ref. DWG / Documents:

T.4.115.028 , T.4.250.501

Used Measuring and test equipment ref. (if applicable):

Signature

PRESERVATION REQUIREMENTS (STATIC EQUIPMENT) GAMA 1. Check the name plate is installed and legible. 2.Check for protective covers on all the openings 3.Ensure that dessicant is installed and properly sealed 4.check for moisture present 5.check nozzle flange face is acceptable 6.check for rust preventive coating on all exposed surfaces 7.check that internal and accessories storage is acceptable 8.Equipment low point drains shall be opened and checked for water ` 9. Check for “no welding permitted” signs stenciled at conspicuous location. 10. Check that test holes in reinforcement plates are open and g reased. 11. Check purge pressure and re-purge if required. 12. Check surface for any transit damage and paint removal. Carry out touch up if required.

LINDE

QSGTL QSGTL or its PMC


Q A A T T A A R

INITIAL STORAGE AND PRESERVATION PRESERVATION CHECK

Subcontract Ref.:

Report No.

001

Item Description:

HEX BOX FC21

Inspection Date:


COLD BOX - FC

Vendor IMOI Ref:

Subsystem:

RFI NO : 1850

08.06.08

Equipt.Tag No

Ref. DWG / Documents:

T.4.115.028 , T.4.250.501

Used Measuring and test equipment ref. (if applicable):

Signature

PRESERVATION REQUIREMENTS (STATIC EQUIPMENT) GAMA

LINDE

1. Check the name plate is installed and legible. 2.Check for protective covers on all the openings 3.Ensure that dessicant is installed and properly sealed 4.check for moisture present 5.check nozzle flange face is acceptable 6.check for rust preventive coating on all exposed surfaces 7.check that internal and accessories storage is acceptable 8.Equipment low point drains shall be opened and checked for water ` 9. Check for “no welding permitted” signs stenciled at conspicuous location. 10. Check that test holes in reinforcement plates are open and g reased. 11. Check purge pressure and re-purge if required. 12. Check surface for any transit damage and paint removal. Carry out touch up if required. ORGANIZATIONS

DATE

NAME

SIGNATURE

GAMA REP. LINDE REP. QSGTL REP.

GAM-QCR-QAC-GTL-074

C2 ASU PEARL GTL PROJECT RAS LA FFAN INDUSTRIAL INDUSTRIAL CITY

EQUIPMENT RECEIPT CHECK SHEET

ITEM No:

PO No:

UNIT No:

MANUFACTURER :

ITEMS TO BE CHECKED

1 Name Plate 2 Preparation and painting 3 Desiccant installed 4 Moisture present

INSPECTOR INITIAL

REQ No:

REMARKS

QSGTL QSGTL or its PMC


EQUIPMENT RECEIPT CHECK SHEET

ITEM No:

PO No:

UNIT No:

MANUFACTURER :

ITEMS TO BE CHECKED

REQ No:

INSPECTOR INITIAL

REMARKS

1 Name Plate 2 Preparation and painting 3 Desiccant installed 4 Moisture present 5 Nozzle flange faces acceptable 6 Temporary nozzle protection acceptable 7 Internals and accessories complete and storage acceptable 8 Purge - pressure: Purge monitoring date: Date of initial inspection:

Name and signature of Inspector:

GAM-QCR-QAC-GTL-080

Pressure

Report No:

FOUNDATION INSPECTION REPORT

Date: PROJECT:

C2 ASU PEARL GTL PROJECT-RAS LAFFAN INDUSTRIAL INDUSTRIAL CITY

Tag No:

Drg. No:

Area:

Unit:

ELEVATION

0

Plot Plan: 90

180

°

°

270

°

°

REQUIRED ACTUAL DEVIATION TOLERANCE REMARKS

ORIENTATION

ACCEPTED

REJECTED REQUIRED

POCKET CLEANING

ACTUAL

DEVIATION

ACCEPTED

TOLERANCE

REJECTED

REMARKS

NO. OF ANCHOR BOLTS ANCHOR BOLT DIA ANCHOR BOLT LENGTH FOUNDATION POCKET POCKET DEPTH FOUNDATION CHIPPING

REQUIRED

NOT REQUIRED

IF REQUIRED THICKNESS

NOTE:

THE ABOVE MENTIONED FOUNDATION IS ACCEPTED AND RELEASED FOR ERECTION ACTIVITIES

GAMA Name Sign Date GAM-QCR-QAC-GTL-113

LINDE

QSGTL QSGTL or it s PMC

EQUIPMENT LEVELLING & ALIGNMENT REPORT

Report No: Date:

PROJECT: C2 ASU PEARL GTL PROJECT-RAS PROJECT-RAS LAFFAN INDUSTRIAL INDUSTRIAL CITY

Tag No:

Manufacturer:

Drg. No:

Equip. Description No. of reading

Orientation

ORIE ORIENT NTAT ATIO ION N: LEVELLING GRADIENT / SLOPE

Elevation

Plumpness

ACCE ACCEPT PTED ED

Tolerance

Remarks

REJE REJECT CTED ED

REQUIRED

ACTUAL

ACC

REJECTED

REQUIRED

ACTUAL

ACC

REJECTED

GAM-QCR-QAC-GTL-115

PAGE 1 OF 2

REMARKS: …………………………………………………………………………………………………….. …………………………………………………………………………………………………………………… …………………………………………………………………………………………………………………… ……………………………………………………………………………………………………………………

GAMA

LINDE

QSGTL QSGTL or it s PMC

Name Sign Date

GAM-QCR-QAC-GTL-115

PAGE 2 OF 2

EQUIPMENT- SETTLEMENT MONITORING

REPORT NO: DATE:

PROJECT: C2 ASU PEARL GTL PROJECT-RAS LAFFAN INDUSTRIAL INDUSTRIAL CITY

AREA:

ITEM NO:

WEIGHT:

NAME:

DATE

PLANNED LEVEL

LEVEL/DIFFERENCE LEVEL/DIFFERENCE 0°

90°

180°

PLUMB

270°

BOTTOM

MIDDLE

ORIENTATION ORIENTATION TOP

A

B

C

SIGN D

TCM

TSKJN

180° 270°

TOLERANCE

LEVEL :

: _________________ _________________

PLUMB :

: _________________ _________________

ORIENTATION:_________________

GAM-QCR-QAC GAM-QCR-QAC-GTL-1 -GTL-116 16

PAGE 1 OF 2

THE SETTLEMENT OF THE ABOVE EQUIPMENT HAS BEEN SATISFACTORILY COMPLETED IN ACCORDA NCE WITH THE DRAWINGS AND SPECIFICATIONS (PA INTING AND INSTAL LATION LA TION EXCEPTION). REMARKS: -----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

ORGANIZATIONS

NAME

DATE

SIGNATURE

GAMA

LINDE

QSGTL or its PMC


PAGE 2 OF 2

THE SETTLEMENT OF THE ABOVE EQUIPMENT HAS BEEN SATISFACTORILY COMPLETED IN ACCORDA NCE WITH THE DRAWINGS AND SPECIFICATIONS (PA INTING AND INSTAL LATION LA TION EXCEPTION). REMARKS: -----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

ORGANIZATIONS

NAME

DATE

SIGNATURE

GAMA

LINDE

QSGTL or its PMC


PAGE 2 OF 2


Q A A T T A A R

PUMP INSTALLATION PROCESS SHEET

Item No:

Report No:

Item Description:

Date:

Drawing No:

Area:

Item No

Description

1.

Foundation complete, Level & Accepted.

2.

Pump & driver set

3.

Base anchor bolts tight

4.

Grouted

5.

7.

Coupling set screws tight & jacking screws removed Piping connections complete with no objectionable loads or strains on the flanges Verify piping pressure test acceptance before final alignment

8.

Coupling check

9.

Rotate driver & pump with coupling open

10.

Alignment complete complete

11.

Jacking screws removed Mechanical seals or packing installed Shafts turn freely, by hand

6.

12. 13.

Signature & Date Gama Linde QSGTL


Q A A T T A A R

PUMP INSTALLATION PROCESS SHEET

Item No:

Report No:

Item Description:

Date:

Drawing No:

Area:

Item No

Description

Signature & Date Gama Linde QSGTL

1.

Foundation complete, Level & Accepted.

2.

Pump & driver set

3.

Base anchor bolts tight

4.

Grouted

5.

7.

Coupling set screws tight & jacking screws removed Piping connections complete with no objectionable loads or strains on the flanges Verify piping pressure test acceptance before final alignment

8.

Coupling check

9.

Rotate driver & pump with coupling open

10.

Alignment complete complete

11.

16.

Jacking screws removed Mechanical seals or packing installed Shafts turn freely, by hand Coupling lubed & closed Accessories Installed & Ready for service, guards Vents, Drains, sample connection, strainers, etc.) Oil rings in & free

17.

Auxiliary system system complete complete (i.e. seal flush, flush, water cooling, cooling, etc.) etc.)

6.

12. 13. 14. 15.

18.

Temporary suction screens in place

19.

Cleanliness checked 20. Coupling guard secure Remarks: The Installation of the above compressor has been satisfactorily completed in accordance with the Drawings & Specifications ORGANIZATIONS

DATE

NAME

SIGNATURE

GAMA QATAR REP LINDE REP QSGTL REP GAM-QCR-QAC-GTL-120

REPORT NO.:

REPORT NO.:

SITE INSPECTION REPORT PROJECT:

DATE:

C2 ASU PEARL GTL PROJECT –RAS LAFFAN INDUSTRIAL CITY

Originator

Date of observation:

Location / Area:

Unit No :

Discipline:

SYSTEM NUMBER:

Drawing / Specification Numbers

Description of Discrepancy/Observation (Be specific, events, time, date, location, etc :)

Corrective Action:

Originator: Name: _______________________ _____________________________Signature: ______Signature: _____________________Date: _____________________Date: ________________ NCR Required

YES

NO

(Circle one)

CTQ to Contractor Required

YES

NO

(Circle one)

Remarks if any:

Site Engineer:

Name:

_______________________ Signature: ________________ Date: ______________

QA/QC Manager: Name:

_________________________ _____________________ ____ Signature: _______________ Date: ______________

Discrepancy Corrected/Remarks:

GAMA Representative:

Name: ____________________

Close-out of Corrective Action - Remarks:

Site Engineer:

Name:

Signature:

______________ Date: ________________

NCR No.: ___________________

___________________

Signature: __________________ Date: ___________

DISTRIBUTION (Original QA/QC file)

QA/QC Manager

Site Manager

Site Engineer

Project Manager

Construction Manager

Originator

GAM-QCR-QAC-GTL-127

CTQ No: ______________


Q AA TT AA R

GENERAL PUNCH LIST

Sub contractor Ref:

Report No:

Item Description:

Inspection Date:


SYSTEM NUMBER:

Sub System:

TAG NUMBER:

Ref Dwg/Documents:

LOOP FOLDER:

EQUIPMENT

ITE ITEM NO NO

ISO ISO or or DW DWG NU NUMBER

CIVIL

STRUCTURAL

DESCRIPTION OF WORK

PAINTING

COMPLETED(Date/Initials)

PRIORITY/ CATEGORY (A,B,C,D,E) (X,Y,Z)

INSULATION

GAMA

LINDE

QSGTL or its PMC

ALL PRIORITY A ITEMS SHOWN ABOVE HAVE BEEN VERIFIED AND ARE COMPLETED .INCOMPLETE PRIORITY B ITEMS WILL BE TRANSFERRED TO THE MECHANICAL COMPLETION PUNCH LIST PRIORITY A : ITEMS SHALL BE C OMPLETED BEFORE MECHANICAL COMPLETION (MC) PRIORITY B : ITEMS MAY BE COMPLETED AFTER MC PRIORITY C : ITEMS WILL BE COMPLETED BEFORE SYSTEM RFSU (READY FOR START UP UNIT) IS ACHIEVED PRIORITY D : ITEMS SHALL BE COMPLETED BEFORE RFSU IS ACHIEVED PRIORITY E : ITEMS SHALL BE C OMPLETED BEFORE ACCEPTENCE IS ACHIEVED CATEGORY X: CONSTRUCTION GROUP IS RESPONSIBLE FOR COMPLETION OF ITEM. CATEGORY Y: ENGINEERING INPUT IS REQUIRED FOR COMPLETION OF ITEM. CATEGORY Z: COMMISSIONING GROUP IS RESPONSIBLE FOR COMPLETION OF ITEM.

ORGANIZATIONS B D E T B E C C A

DATE

NAME

GAMA REP LINDE REP QSGTL or its PMC GAM-QCR-QAC-GTL-128


SIGNATURE


Q A A T T A A R

MECHANICAL EQUIP EQUIPMENT MENT ALIGNME AL IGNMENT NT REPORT

ITEM NO

REPORT NO

COUPLING MANUFACTURER

DATE:

COUPLING TYPE

AREA

COUPLING GAP

UNIT NO

PRELIMINARY ALIGNMENT (BEFORE PIPING CONNECTED): DRIVER

DRIVEN

AXIAL

DATE:

TOTAL DIAL INDICATOR READINGS

TIME:

TEMP:

SIGNED : GAMA

NAME

DATE:

LINDE

NAME

DATE:

QSGTL or its PMC

NAME

DATE:

SIGNED :

SIGNED :

COLD ALIGNMENT (AFTER PIPING CONNECTED) : DRIVER

AXIAL

DATE:

DRIVEN

TOTAL DIAL INDICATOR READINGS

TIME:

TEMP:

SIGNED : GAMA

NAME

DATE:

LINDE

NAME

DATE:

QSGTL or its PMC

NAME

DATE:

SIGNED :

SIGNED :

GAM-QCR-QAC-GTL-132


Q A A T T A A R

Equipment Box-Up Accept ance Shee Sheett

Report No: Date: Area:

It is hereby certified that the Equipment referenced referenced has been mechanically mechanically comp leted in accordance with Drawings, Specifications, Inspection and Test Records. The referenced Equipment is ready for box-up. Equipment No Equipment Designation Designation Vendor / Manufacturer PID No

Acc ept ed GAMA

C h ec k l i s t

2

Name Plate, CE-marking (if applicable) Internals Internals installed

3

Internal Internal pipin g installed

4

Fillings completed

5

Refractory completed

6

Internal Internal tr ansport prot ection removed

7

Equipment internally clean and dry

8

Nozzles Nozzles / manholes clos ed acc. drawing

9

Specified Specified bli nd fl anges installed

10

Specified nozzle gaskets installed

11

Specified Specified bolts and nuts in stalled

12

Specified Specified to rques applied

13

Bolts lubricated (covers, manholes)

1

Accep Ac cep ted VENDOR

Acc ept ed Acc ept ed LINDE QSGTL

14

Remarks /

ORGANIZATIONS GAMA VENDOR LINDE QSGTL or its PMC GAM-QCR-QAC-GTL-133

NAME

DATE

SIGNATURE

035-ITP FOR PUMPS.pdf

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