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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