029-ITP PAVING AND ROADS.pdf

Pearl GTL Project

LINDE ENGINEERING

Contractor Project No: 5887 Shell Project No: HP-3000-QAT

Project Document Number: T- 4.234.580 Project Rev.: B Page 2 of 6

Purchase Order Number:

2MH127

N/A Tag/Item Number(s):

ASU Unit(s):

Z PCWBS:

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

D B 16.03.2008 Ready For Construction SB UA ZG RFC

C A 26.01.2008 Ready For Construction SB UA MC/ZG RFC

B O 27.11.2007 Issued for Review IU UA/IO MC/ZG IFR

A 25.11.2007 Issued for Internal Review IU UA/IO MC/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 PAVING AND ROAD WORKS

Document No.

GAM ITP QAC GTL 029 D LOC470

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-4.234.580 Rev No: B

QSGTL PEARL PROJECT C2 ASU Construction Works ITP NO:

GAM-ITP-QAC-GTL-029

INSPECTION AND TEST PLAN

ROADS & PAVING WORKS(FSI) Date / REV. 16.03.2008 Rev- D S. GAMA QATAR E. Not used X. CONTRACTOR QC C. COMPANY 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-4.234.580 Rev. B Page 4 of 6

1

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

Every 1000 m3 /MT T-13.376.490

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

Lab Reports I

R S I

2

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 Source Approval R R R I

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

T-13.376.490;T.13.377.360 Site Engineer Latest Project drawings for required bottom levels and condition

Lab Reports Surveyor Report GAM-QCR-QAC-

GTL-001/006/008

I S S I

4 Fill (In situ) (FSI)

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;T.13.377.360

Site Engineer Area Free from Deleterious Material & as Specification

Checklist No GAM-QCR-QAC-

GTL-007 I S S

5 Soil density (compaction)

and layer thickness

Type (A): Every 300 m2 Type (B): Every750 m2

Type (c): Every400 m3 T-13.376.490 LAB

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

Lab report GAM-QCR-QAC-

GTL-003

I S S I

6 CBR (optional) CBR to be performed when

compaction/in situ Density not Carried.

DEP 34.13.20.31 Class 2.42 LAB BS 1377 Chapter -7 Lab Report R S S I

7 Final Elevation Checks Level of Final Grade Elevation T-13.376.490 Site Engineer Latest Project RFC Drawings for final grade levels

GAM-QCR-QAC-GTL-006 I

S/R

S

QSGTL PEARL PROJECT C2 ASU Construction Works

ITP NO:

GAM-ITP-QAC-GTL-029


ROADS & PAVING WORKS (FSI) Date / REV. 16.03.2008 Rev-D

S. GAMA QATAR E. Not used X. CONTRACTOR QC C. COMPANY 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.4.234.580 Rev-B Page 5 of 6

Road width & alignment As per drawing and

standard specification 34.19.20.31

As per drawings As per drawings I I R

Level As per drawings Survey Report GAM-QCR-QAC-GTL-006 I I W

Form work and Rebar (FSI)

As per drawings;T.13.377.360 As per drawing As per drawing I I R

Cleaning (FSI) specification34.19.20.31; T.13.377.360 Free from debris Visual S H R

Concrete Laying As per drawings

Site Engineer / QCI

As per Pour card GAM-QCR-QAC-GTL-009

GAM-QCR-QAC-GTL-009 I H W

Flow Test Frequency 1 Test for 1 mix

T-13.376.358 DEP-34.19.20.31; ASTM C 1611

Laboratory/ Supplier

Testing Fresh Concrete. Flow = 650 Max

Lab Report GAM-QCR-QAC-GTL-017

I S/R

S/R

I

Compressive strength @7 & 28 days (cube sample as per BS 1881)Testing Frequency as per T-13.376.358 Section 3.33

T-13.376.358 DEP-34.19.20.31 Laboratory

BS EN 12390-3 Testing of Hardened concrete-strength of test specimens

Laboratory Report/Supplier GAM-QCR-QAC-GTL-020

I S/R

R I

Contraction & Expansion joints (FSI)

34.13.20.31&34.19.20.31; T.13.377.360

As per Drawing & Company Specifications

Drawing & Company

Specification I I R

Surface Brushed Finishing 34.13.20.31&34.19.20.31 Visual Company Specification S I R

8 Concrete Paving

Curing (FSI) Standard specification 34.19.20.31;T.13.377.360

As per Specification As per Specification S I R

QSGTL PEARL PROJECT C2 ASU Construction Works

ITP NO:

GAM-ITP-QAC-GTL-029


ROADS & PAVING WORKS (FSI) Date / REV. 16.03.2008 Rev-D

S. GAMA QATAR E. Not used X. CONTRACTOR QC C. COMPANY 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.4.234.580 Rev-B Page 6 of 6

9

For Shoulder a)Curb Stone Fixing b)Coating

a) Level & Alignments

b)Prime Coat & Tack Coat

As per drawing and standard specification

34.19.20.31 Site Engineer As per Drawing & Company Specifications

Visual & GAM-QCR-QAC-GTL-

006 I W R

10 Asphalting to Shoulders Level , Alignments & finishing As per drawing and

standard specification 34.19.20.31

Site Engineer As per Drawing & Company Specifications GAM-QCR-QAC-GTL-051 & 052 I W R

11 Final Inspection Finished Elevation Levels & Documentations 34.13.20.31 &

34.19.20.31 Site Engr /

QCI As per drawing As per Spec. &

Drawings I H W

ITP for cover road-KAPAK.docITP- Roads & Pavings- 15.03.08.doc Fill Material Water