ARABIAN INDUSTRIAL

FIBERS COMPANY

YANBU, KINGDOM

OF SAUDI ARABIA

CTCICORPORATION

CERTIFIED

2 Revised as per PMT’s comment PROJ.

1 Revised as per PMT’s comment Hank Hank Karl 10/12/11 MGR DATE

0 Issue for approval Hank Hank Karl 10/08/11 CLIENT DATE

REV. DESCRIPTION BY CHK. APPR. DATE PAGE 1 OF 11 QA-000-AA-5013

PROJECT NO. 10C0541A02

ARABIAN INDUSTRIAL FIBERS COMPANY(IBN RUSHD)

IR-II U&O DBN PROJECT

DOCUMENT TITLE:

INSPECTION AND TEST PLAN FORSTRUCTURE STEEL ERECTION WORKS

DOCUMENT NO:

QA-000-AA-5013

Item Doc Identity Comments By PMT Replied by CTCI Date

1 Activity A 02 Mark this activity as Witness (W) scope of inspection for both CTCI and PMT

Revised as per Page 3 12 Nov. 2011

2 Activity A 04 Mark this activity as Witness (W) scope of inspection for PMT

Revised as per Page 3 12 Nov. 2011

3Activity B 03, B

04 and B 05

Arrange these activities in the following sequence.Activity B 03 as B 05Activity B 04 as B 03Activity B 05 as B 04

Revised as per Page 4 12 Nov. 2011

4 Activity B 04

Add the following word in the work process activity

“Main Structure”Added as per Page 4 12 Nov. 2011

5 Activity B 03 Mark this activity as Witness (W) scope of inspection for PMT Added as per Page 4 12 Nov. 2011

6 Activity C & C01 Remove these activities form this ITP Added as per Page 4 12 Nov. 2011

7 Activity C 03Remove this activity from this ITP and submit a

separate ITP for this activity Added as per Page 4 12 Nov. 2011

8

AA-5013-7

and AA-

5013-8

Remove these QVDs Followed 12 Nov. 2011

Project No. 10C0541A02 IR-II U&O DBN PROJECT Revision No.Issue No. 3

Rev. 2 Date Received 12 Nov 2011

TitleQA-000-AA-5013 Rev. 2

Inspection and Test Plan for Structure Steel Erection Works

Reply Date 12 Nov. 2011

INSPECTION & TEST PLAN (I&TP) No: QA-000-AA-5013ARABIAN INDUSTRIAL FIBERS COMPANY

YANBU, KINGDOM OF SAUDI ARABIA

Page Sheet 1 of 2

Rev. No. 2

Rev. Date 12-Nov-2011

CONTRACTOR NAME: CTCI Corporation Contract No/Title: 10C0541A02 IR-II U&O DBN PROJECT

Approval Print Name SignatureH = Mandatory HOLD Point.

Representative of indicated party must be in attendance

PROJECT TITLE:IR-II U&O DBN PROJECT CTCI

W = Witness Point.Representative of indicated party to benotified. If not in attendance at specified time, inspectionmay proceed

WORK AREA/ACTIVITY DESCRIPTION:STRUCTURE STEEL ERECTION WORKS PMT

R/S = Review/Surveillance Representative of indicated party to review / surveillance work activity, submitted documents, results of test etc.

ActivityNo.

Work Process Activity

Characteristics to be Verified

Quality ControlVerification activity

Acceptance Criteria/Specification

Quality Verifying Document (QVD)

SubcontractorContractor

CTCITHIRD PARTY

PMT

H W R H W R/S H W R H W R/S

AMaterial and Foundation Release

A-01 Material inspection Conformance to Specification Test & Visual Check AISC303-05 PART7 ITP-EMI-1 V V V

A-02Calibration of all the measuring and Test Equipment Calibration Report Visual Check SES B02-S02 Calibration Record V V V

A-03 WPS/Welder Qualification Qualification Record Visual Check AWS D1.1 Qualification Record V V V

A-04Foundation Checked and released

As per inspection items in the Checklist of QVD Visual Check SES B02-S02

IFC Drawing AA-5013-1 V V V

A-05Foundation Surface Preparation, Anchor Bolt Check and Pad Installation

As per inspection items in the Checklist of QVD Visual Check SES B02-S02 AA-5013-1 V V V

B Erection

B-01Dimensional Check: Length, size and bolt condition

As per inspection items in the Checklist of QVD Measure & Visual Check SES B02-S02

IFC Drawing AA-5013-2 V V V

INSPECTION & TEST PLAN (I&TP) No: QA-000-AA-5013ARABIAN INDUSTRIAL FIBERS COMPANY

YANBU, KINGDOM OF SAUDI ARABIA

Page Sheet 2 of 2

Rev. No. 2

Rev. Date 12-Nov-2011

ActivityNo.

Work Process Activity

Characteristics to be Verified

Quality ControlVerification activity

Acceptance Criteria/Specification

Quality Verifying Document (QVD)

SubcontractorContractor

CTCITHIRD PARTY

PMT

H W R H W R/S H W R H W R/S

B-02Erection of beams, bracings etc. with columns

As per inspection items in the Checklist of QVD Measure & Visual Check SES-B02-S02

IFC Drawing AA-5013-2 V V V

B-03Plumb & Level check prior to bolt tightening (Main Structure)

As per inspection items in the Checklist of QVD Measure &Visual Check SES-B02-S02 AA-5013-2 V V V

B-04 Bolt Tightening As per inspection items in the Checklist of QVD Visual Check SES-B02-S02 AA-5013-3 V V V

B-05 Grouting Check As per inspection items in the Checklist of QVD Test & Visual Check SES-B02-S02

SES-B51-S03AA-5013-4

3rd Party Test Report V V V V

B-06Inspection of gratings, handrails, kick plates, ladders and staircases

As per inspection items in the Checklist of QVD Visual Check SES-B02-S02 AA-5013-6 V V V

C Paint/Touch-up Paint

C-01Surface preparation and application of Paint(if Applicable)

As per inspection items in the Checklist of QVD Visual Check SES-B02-S02, T01-S01

SES B02-S02, A01-S02 AA-5013-5 V V V

DFinal Inspection of Structural Steel Erection

As per inspection items in the Checklist of QVD Visual Check

SES-B02-S02, T01-S01SES B02-S02, A01-S02 SES A12-S01, A12-S02

IFC drawing

AA-5013-6 V V V

EQUIPMENT / MATERIAL INSPECTION RECORDITP-EMI-1

RECORD NO

DATE

PURCHASE ORDER NO.

PROJECT NO.

REQUISITION NO. REV.

INSPECTION ITEMS /DESCRIPTION ITEMS：

PURCHASE SPEC. NO. REV.

INVOICE NO.

REQ’D CHECK ITEM

CHECK RESULT

RECORD NO. REMARKSAT UNSAT

VISUAL INSPECTION

QUANTITY

PACKING &APPEARANCE

MARKING

SIZE & DIMENSION

REPORT REVIEW

MATERIAL TEST REPORTNOT

COMPLETIONNOT

AVAILABLE

CERTIFICATION

OTHER EXAM.& TESTS

Received ByInspected By Approved By

TITLE / SIGNATURE

DATE

NON-CONFORMITIES DISPOSITION DESCRIPTION : JUDGEMENT

ACCEPTABLE

REJECT

This material receiving inspection record should be completed and signed by the receiving person while materials are delivered.

JN-5

40 8

4.11

FOUNDATION RELEASE FOR PAD ELEVATION OF COLUMN BASE PLATE

AA-5013-1Record No

Date

Project No 10C0541A02 IR-II U&O DBN PROJECT Area No Page of

Location

Column Elevation Drawing No.

A. Foundation Release and Pad installation

Item Description of Check Inspection Results RemarksYes No N/A

01 Foundation inspections and tests complete.

02 Leveling plate or billet plate grouting complete and checked as per survey report below

03 Check Surface preparation and Pad installation completed

04 Anchor Bolts condition

B. Pad Elevation Survey Report

No Column LinePad Elevation of Column Base Plate (mm) Sketch

(Column Layout)EN E ES S WS W WN N

1

2

3

4

5

6

7

8

9

10

Calibration Record

Surveying Equipment Series No. Manufacturer Calibrated Date

Sub Contractor CTCI PMT

Name

Signature

Date

PLUMBING & LEVEL INSPECTION RECORDAA-5013-2

Record No KC-Q-CV-2477

Date 22 Jan.2013

Project No. 10C0541A02 IR-II U&O DBN PROJECT Area NoCar

ParkingPage 2 of 2

Equipment Used Serial No. Calibration date

Location Structural Steel Column @ G/L S & R axis 27-50 @

Car Parking Area Phase 1Drawing No BSI-STR-ER-12-258-SH

Item Description of CheckInspection Result

ResultYes No N/A

01 Correct dimension and size

02 Match of member

03 Correct grade & length of bolts

04 Correct size & bolts condition

05 Correct Installed the Beam and bracing alignment, diagonal

to meet the required elevation Column No

Length

(mm)

Actual Reading

(N/S-Direction)

(mm)

Actual Reading

(E/W-Direction)

(mm)

Difference

Tolerance

(mm)

Allow.

Tolerance

(mm)

Result Result

Accept Reject

Col.@ G/L S axis 39 2110 1 1

Col.@ G/L S axis 40 2110 3 2

Col.@ G/L S axis 41 2110 2 2

Col.@ G/L S axis 42 2110 1 2

Col.@ G/L S axis 43 2110 3 2

Col.@ G/L S axis 44 2110 1 2

Col.@ G/L S axis 45 2110 3 2

Col.@ G/L S axis 46 2110 2 2

Col.@ G/L S axis 47 2110 1 2

Col.@ G/L S axis 48 2110 2 1

Col.@ G/L S axis 49 2110 3 2

Col.@ G/L S axis 50 2110 2 3

Sub Contractor CTCI PMT

Name DANNY T. BUGAY MD. ABDUL MAJEED SIRAJ UL HASSAN

Signature

Date

BOLT TIGHTENING RECORD

AA-5013-3

Record No KC-Q-CV-2557

Date 07 Feb.2013

Project No. 10C0541A02 IR-II U&O DBN PROJECT Area No Car Parking Page 1 of 1

LocationCar parking Shed Anchor Bolts @ G/L S, R,P,Q & T axis 27-53 @ Car Parking Area Phase 1

Drawing No. BSI-STR-ER-12-258-SH Bolt Tightening Method Turn of Nut

Connection Component

Bolt Required Torque Value(N-m)

ResultRemarks

Type Size Accept Reject

@ G/L S axis 27-38 HSB M20 410

@ G/L S axis 39-50 HSB M20 410

@ G/L R axis 27-38 HSB M20 410

@ G/L R axis 39-50 HSB M20 410

@ G/L P axis 27-50 HSB M20 410

@ G/L P axis 39-50 HSB M20 410

@ G/L Q axis 27-50 HSB M20 410

@ G/L Q axis 39-50 HSB M20 410

@ G/L T axis 51-53 HSB M20 410

Calibration Record

Equipment Series No. Manufacturer Calibrated Date

Torque Wrench KD4980542850 KD 22/01/12

Sub Contractor CTCI PMT

Name DANNY T. BUGAY MD. ABDUL MAJEED SIRAJ UL HASSAN

Signature

Date

GROUT/POUR CARDAA-5013-4

Record No KC-Q-CV-2134

Date 05 Nov. 2012

Project No. 10C0541A02 IR-II U&O DBN PROJECT Area No 113 Page 1 of 1

Location Compressor 002A & 002B Drawing No XF37A-0113-001

GROUTING PARTS

BLOTS

BASE PLATES

PERIPHERY

Grout MaterialCONBEXTRA EP150

DESCRIPTION

INSPECTION RESULTS

REMARKS

Yes No N/A

1. Pre-grouting Inspection

1.1 Chipped

1.2 Soaked in water

1.3 Drain location/Vent holes in Base plate

1.4 Blow out

2. Grout Inspection

2.1 Specified material did not exceed self life/expired date

2.2 The mix procedure used was in accordance with the manufacturer’s recommendations.

2.3 Curing according to manufacturer’s recommendation

2.4 Temperature measured as per manufacturer’s recommendation

3. Post-grouting Inspection

3.1 grouting formwork removed

3.2 Grout finishing according to specification

Note: Test report shall be attached.

Sub Contractor CTCI PMT

Name DANNY T. BUGAY MD. ABDUL MAJEED SIRAJ UL HASSAN

Signature

Date

FINAL INSPECTION OF STRUCTURAL STEEL ERECTION

AA-5013-6

Record No KC-Q-CV-2538

Date 05 Feb. 2013

Project No. 10C0541A02 IR-II U&O DBN PROJECTArea

NoDrawing No.

BSI-STR-ER-12-

258-SH

Location Car Parking Shed Structural Steel @ Car Parking Area Phase 1

ItemDescription of Check

Inspection ResultsRemarks

Yes No N/A

01Structural elements (main structure, handrails, grating, kick plates,

ladders or staircases)- installed and checked against drawings

02 Structural elements - plumb, level, aligned

03 All structural supports installed as per design

04 Anchor bolts nuts tight

05 Column base grouted

06 Bolted connections checked

07Corre Welded connections checked

08Anchor bolt holes for equipment located on steel structures meet the

manufacturer’s requirement

09 Coatings applied, touch-up complete

REMARKS :

Sub Contractor CTCI PMT

Name DANNY T. BUGAY MD. ABDUL MAJEED SIRAJ UL HASSAN

Signature

Date

PAINTING/TOUCH-UP INSPECTION RECORDAA-5013-5

Record No

Date

Project No. 10C0541A02 IR-II U&O DBN PROJECT Area No Drawing No

Brand Name Application Method

Location

Item Description of CheckInspection Results

RemarksYes No N/A

1 Ensure that the area has been prepared, clean and it was dry/free from condensation prior to the application of paint/coating

2Verify that the coating/painting has been mixed and applied in accordance with the relevant specification and/or manufacturer’s recommendation

3 Verify that the color of the paint applied was in accordance with the requirements of relevant project specification.

4 Verify that the correct number of coat has been applied in accordance with the requirements of relevant paint code.

5 Verify that the paint application has not fouled any moving parts (i.e. valve spindle)

7 Verify that all defects have been repaired & touch-up in accordance with the approved manufacturer’s instruction.

NOTES :

Sub Contractor CTCI PMT

Name

Signature

Date