021-ITP FOR SITE PREPARATION AND EARTH WORKS.pdf

Pearl GTL Project Shell Project No: HP-3000-QAT Project Document Number: T- 4.234.573

Purchase Order Number:

2MH127

LINDE ENGINEERING

Contractor Project No:  5887 Project Rev.: B

Page 2 of 5

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

F

B

15.03.2008

Ready for construction

SB

UA

ZG

RFC

E

A

26.01.2008

Ready for construction

SB

UA

MC/ZG

RFC

D

O

25.11.07

Company comments implemented

IU

UA/IO

MC

CCI

C

02.10.07

Issued for company comments

UA

IO

ZG

ICC

B

19.09.07

Issued for review

UA

IO

ZG

IFR

 A

18.09.07

Issued for internal review

UA

IO

ZG

IIR

Date

Description

GAMA Rev.

Project Rev

No.

No.

Prepared Checked  Approved By By By ORIGINATOR

Status

Document No: GAM-ITP-QAC-GTL-021

C2 ASU PEARL GTL PROJECT

INSPECTION AND TEST PLAN Site Preparation and Earth works (FSI) S.

GAMA QATAR

I: INSPECTION / TEST Item

Activity

E. Not Used

X. LINDE QC

R: DOCUMENT REVIEW

Characteristic to be Verified

C.

DATE: 15.03.08 REV. F

PEARL GTL

S: SURVEILANCE

Control Procedure Reference

H: HOLD POINT. W:

Responsible Party

Fill Material 1.0

a) Classification of Soil b) Particle Size Distribution c) Optimum Moisture Content

3

: Every 1000 m /one pile

A. FUGRO (TPI)

T-13.376.490

Laboratory

 Acceptance Criteria

WITNESS Verifying Documents

S

X

C

A

Lab Reports

I

R

S

I

BS 6068 and BS3148

Lab reports & Source Certificate

R

R

R

I

Surveyor Report GAM-QCR-QACGTL-001/006/008

I

H

S

I

S

S

 As per ASTM: D422 and BS 1377  As per ASTM: D 1557

Water a) Chlorides 2.0

Once a day/any source change

T-13.376.490

Excavation(FSI)

a) Soil condition of excavated bottom b) Excavation completed and approved for next activity

T.13.376.490;T.13.377.360

QC Engineer

Latest RFC & No cracks & voids

Fill (In – situ)

a) Visual inspection prior backfilling and scarifying the top 150 mm of sub grade b) Area free of deleterious material prior to backfilling c) Adjacent below ground structure correctly coated and protected in accordance with project specification

T-13.376.490

Laboratory & Site Engineer

 Area Free from Deleterious Material & as Specification

b) Sulphates c) Ph d)Total Solids

3.0

4.0

Checklist No GAM-QCR-QACGTL-007

2

C2 ASU PEARL GTL PROJECT.

Document No: GAM-ITP-QAC-GTL-021

INSPECTION AND TEST PLAN

Site Preparatio n and Earthworks(FSI) S.

GAMA QATAR I: INSPECTION / TEST

E. Not Used

X. LINDE QC

R: DOCUMENT REVIEW

Item

Activity

Characteristic to be Verified

5.0

Soil density (compaction) and layer thickness(FSI)

Type (A): Every 300 m2 Type (B): Every750 m2 Type (c): Every400 m3

6.0

Final Elevation Checks

Level of Final Grade Elevation

C.

PEARL GTL

S: SURVEILANCE

Control Procedure Reference

DATE: 15.03.08 REV.F

Responsible Party

A. THIRD PARTY (TPI)

H: HOLD POINT. W:  Acceptance Criteria

T-13.376.490;T.13.377.360

Laboratory

 As per Project Specification and  ASTM D2922, D3017, D556 and D216

T-13.376.490

Surveyor & Site Engineer

Latest Project RFC Drawings for final grade levels

WITNESS Verifying Documents

Lab report GAM-QCR-QACGTL-003

Surveyor Report GAM-QCR-QACGTL-006

S

X

C

A

I

S

S

I

I

S/R

S