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Pearl GTL Project
LINDE ENGINEERING
Contractor Project No: 5887 Shell Project No: HP-3000-QAT
Project Document Number: T- 4.234.573 Project Rev.: B Page 2 of
5
Purchase Order Number:
2MH127
N/A Tag/Item Number(s):
ASU Unit(s):
Z PCWBS:
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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
GAMA Rev.
Project Rev Date Description
Prepared By
Checked By
Approved By Status
No. No. ORIGINATOR
LINDE ENGINEERING AG
Document Title:
ITP FOR SITE PREPARATION AND EARTH WORKS
Document No.
GAM ITP QAC GTL 021 F LOC 470
Contractor
Gama Qatar Co. W. L. L. Org.
Code Doc. Type
Disc. Code
Geogr. Area
Seq. No
Rev. No Vendor Code
Project Document Number: T-4.234.573 Rev No: B
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C2 ASU PEARL GTL PROJECT
Document No: GAM-ITP-QAC-GTL-021
INSPECTION AND TEST PLAN
Site Preparation and Earthworks (FSI) DATE: 15.03.08 REV. F
S. GAMA QATAR E. Not Used X. LINDE QC C. PEARL GTL A. FUGRO
(TPI)
I: INSPECTION / TEST R: DOCUMENT REVIEW S: SURVEILANCE H: HOLD
POINT. W: WITNESS
Item Activity Characteristic to be Verified Control Procedure
Reference Responsible Party Acceptance
Criteria Verifying Documents S X C A
T-4.234.573 REV-B PAGE 4 of 5
Fill Material
a) Classification of Soil b) Particle Size Distribution
c) Optimum Moisture Content
: Every 1000 m3 /one pile
T-13.376.490
As per ASTM: D422 and BS
1377 As per ASTM:
D 1557
I Lab Reports 1.0 R
S
I
2.0
Water
a) Chlorides
b) Sulphates
c) Ph d)Total Solids
Once a day/any source change T-13.376.490
Laboratory
BS 6068 and BS3148
Lab reports & Source Certificate R R R I
3.0 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
Surveyor Report GAM-QCR-QAC-GTL-001/006/008
I H S
4.0 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
Area Free from Deleterious
Material & as Specification
Checklist No GAM-QCR-QAC-GTL-007
I S Laboratory & Site Engineer S
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C2 ASU PEARL GTL PROJECT. Document No: GAM-ITP-QAC-GTL-021
INSPECTION AND TEST PLAN Site Preparation and Earthworks(FSI)
DATE: 15.03.08 REV.F
S. GAMA QATAR E. Not Used X. LINDE QC C. PEARL GTL A. THIRD
PARTY (TPI)
I: INSPECTION / TEST R: DOCUMENT REVIEW S: SURVEILANCE H: HOLD
POINT. W: WITNESS
Item Activity Characteristic to be Verified Control Procedure
Reference Responsible Party Acceptance
Criteria Verifying Documents S X C A
T-4.234.573 REV-B PAGE 5 of 5
2
5.0 Soil density (compaction) and layer thickness(FSI)
Type (A): Every 300 m2 Type (B): Every750 m2 Type (c): Every400
m3
T-13.376.490;T.13.377.360 Laboratory
As per Project Specification and
ASTM D2922, D3017, D556 and
D216
Lab report GAM-QCR-QAC-GTL-003
I S S I
6.0
Level of Final Grade Elevation T-13.376.490
Surveyor & Site Engineer
Latest Project RFC
Drawings for final grade levels
Surveyor Report
Final Elevation Checks GAM-QCR-QAC-GTL-006
I S/R S
kapak-SITE EARTH WORKS.pdfITP FOR SITE EARTH
WORKS-15.03.2008.pdfFill Material Water
