024-Itp For Grouting Works PDF [PDF]

Zitiervorschau

Pearl GTL Project Shell Project No: HP-3000-QAT Project Document Number: T- 4.234.576

Purchase Order Number:

2MH127

Tag/Item Number(s):

N/A

Unit(s):

ASU

PCWBS:

Z

LINDE ENGINEERING

Contractor Project No : Project Rev.: D

Page 2 of 6

5887

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

G

D

22.11.08

Ready for Construction

SB

EO

AG

RFC

F

C

24.08.08

Issued for Company Comments

SB

EO

AG

ICC

E

B

26.04.08

Ready for construction

SB

SB

MC/ZG

RFC

D

A

26.01.08

Ready for construction

SB

UA

MC/ZG

RFC

C

O

21.11.07

Issued for company comments

IU

UA

MC/ZG

ICC

B

Issued for review

IU

IO/UA

MC/ZG

IFR

A

Issued for internal review

IU

IO/UA

MC/ZG

IIR

GAMA Rev. No.

Project Rev No.

Date

Prepared Checked Approved By By By ORIGINATOR

Description

Status

Document Title: LINDE ENGINEERING AG

INSPECTION TEST PLAN FOR GROUTING WORKS Document No.

Contractor

Gama Qatar Co. W. L. L.

GAM

ITP

QAC

GTL

024

G

Org. Code

Doc. Type

Disc. Code

Geogr. Area

Seq. No

Rev. No

Project Document Number: T-4.234.576

LOC470 Vendor Code

Rev No: D

QSGTL PEARL PROJECT C2 ASU Construction Works

ITP FOR GROUTING WORKS(FSI) S. GAMA QATAR

E. Not used

I: INSPECTION / TEST Item

Activity

1

Method Statement

2

Surface Preparation

3

Form work Type of grout material

4

5

(BASF – Master Flow 928T or FOSROC Conbextra BB 80) - FSI

Free flow of grout

T-4.234.576 – Rev D

X. CONTRACTOR QC

R: DOCUMENT REVIEW

Characteristic to be Verified As per Method Statement a) Free from oil, Grease & Dust. b) Soaking

ITP No.:

GAM-ITP-QAC-GTL-024

DATE:

22.11.2008 - REV-G

C. COMPANY

S: SURVEILANCE

A. THIRD PARTY (TPI)

H: HOLD POINT. W:

Control Procedure Reference

Responsible Party

Acceptance Criteria

GAM-MTS-CIV-GTL010

QA-QC

Client Approval Surface should be rough & clean and wet Forms should be150mm above grout

T-4.184.248 & T.4.234.076

As per Drawing Dimensions

As per Drawing

Manufacture recommendations

T-4-234-076 -Rev E , DEP-34-19-20-31 & Manufacturer Recommendations

Grouting to be done from one side only

As Per Manufacturers Recommendations

Si te Engineer

WITNESS

Verifying Documents GAM-MTSCIV-GTL-010 GAM-QCRQAC-GTL025 GAM-QCRQAC-GTL025

S

X

C

H

R

R

I

W

S

I

S

S

Only approved materials by client to be used

Material Data sheet & GAM-QCRQAC-GTL025

I

W

S

As Per Manufacturers Recommendations

Visual

I

S

S

Page 4 of 6

QSGTL PEARL PROJECT C2 ASU Construction Works

ITP FOR GROUTING WORKS(FSI) S. GAMA QATAR

E. Not used

I: INSPECTION / TEST Item

6

X. CONTRACTOR QC

R: DOCUMENT REVIEW

ITP No.:

GAM-ITP-QAC-GTL-024

DATE:

22.11.2008 - REV-G

C. COMPANY

S: SURVEILANCE

A. THIRD PARTY (TPI)

H: HOLD POINT. W: Acceptance Criteria

WITNESS

Activity

Characteristic to be Verified

Control Procedure Reference

Responsibl e Party

Verifying Documents

Removal of forms

Chamber , surface &Dimension

As per Drawing

Site Engineer

Forms remove only after getting sufficient strength

GAMQCR-QACGTL-025

Exposed Surface wetness

DEP-34-19-20-31Clause 10.3.2

Site Engineer

Minimum 7 days/manufacture recommendations

S

X

C

I

S

S

GAMQCR-QACGTL-025

S

S

S

7

Curing (FSI)

8

Water for Mixing

Temperature of Water

Manufacturer recommendations

Site Engineer

Below 25 º C (using Thermometer)

Visual

S

S

S

Grout - Compressive strength

Manufacturer Data Sheet

Lab

70N/mm2@7Days 85N/mm2@28Days

Lab report

R

R

R

9

Compressive strength(FSI) a) Conbextra BB80

Grout - Compressive strength

Manufacturer Data Sheet

Lab

68N/mm2@7Days 80N/mm2@28Days

Lab report

R

R

R

b) Master Flow 928T T-4.234.576 – Rev D

Page 5 of 6

GROUT POUR CARD (PRE/POST POUR)

C2-ASU GTL PROJECT

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

Inspection Gr.:

ITP No.:

Laboratory:

Record No:

Date:

TAG NO.: DESCRIPTION: TYPE OF GROUT: Item No.

LOCATION: DRAWING: QUANTITY OF GROUT: GAMA - QC

TYPE OF ACTIVITY

Setting Out 1.0 Concrete Surface Preparation 2.0 Equipment / Surface Alignment 3.0 Formworks 4.0 Isolation Joint 5.0 Metal Surface Preparation 6.0 Mixing / Placing / Finishing of Grout (1) 7.0 Curing of Grout (1) 8.0 Removal of Shims 9.0 10.0 Mixing / Placing / Finishing of Grout (2) Curing of Grout (2) 11.0 Sealant to Isolation Joint 12.0 Final Inspection 13.0 Remarks:

CONTRACTOR (Linde) QSGTL or its PMC

GAM-QCR-QAC-GTL-025

COMPANY

THIRD PARTY

Date

Signature

Date

Signature

Date

Signature

Date

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Name GAMA QATAR

CONTRACTOR

Signature

Date

Signature

REMARKS