Nov 09, 2015
Pearl GTL Project
LINDE ENGINEERING
Contractor Project No : 5887 Shell Project No: HP-3000-QAT
Project Document Number: T- 4.234.541 Project Rev.: B Page 2 of 23
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
E B 28.01.2008 Ready For Construction SB MC/UA ZG RFC
D A 24.11.2007 Company Comments Incorporated IU IO/UA MC CCI
C O 01.10.2007 Issued For Company Comments IU IO/UA MC ICC
B Issued for Review BR MC ZG IFR
A Issued for Internal Review MS MC ZG IIR
Approved By
GAMA Project Rev Rev. Date Description
Prepared By
Checked By Status
No. No. ORIGINATOR
Document Title:
LINDE ENGINEERING AG
QUALITY CONTROL PROCEDURE FOR CONCRETE WORKS
Document No.
GAM PRO QAC GTL 023 E 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-4.234.541 Rev No: B
Doc. Title : GAM-PRO-QAC-GTL-023 Rev. E Quality Control Procedure for Concrete Works
Date : 28.01.2008
T-4.234.541 Rev. B Page 4 of 23
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TABLE OF CONTENTS
1. SCOPE ________________________________________________________________________5 2. PURPOSE _____________________________________________________________________5 3. HSSE _________________________________________________________________________5 4. REFERENCES _________________________________________________________________5 5. DEFINITIONS _________________________________________________________________6 6. STANDARDS___________________________________________________________________6 7. RESPONSIBILITIES ____________________________________________________________7 8. PROCEDURE __________________________________________________________________8
8.1. General __________________________________________________________________________8 8.2. Concrete Production, Testing and Placement ___________________________________________8 8.3. Post Pour Activities ________________________________________________________________9
8.3.1. General __________________________________________________________________________________ 9 8.3.2. Finishing _________________________________________________________________________________ 9 8.3.3. Testing___________________________________________________________________________________ 9 8.3.4. Concrete repairs and Tolerances _______________________________________________________________ 9
9. QUALITY ASSURANCE_________________________________________________________10 10. ATTACHMENTS_____________________________________________________________10
APPENDIX A: Inspection of the Installation of Rebar__________________________________________________ 11 APPENDIX B: Inspection of the Erection of Formwork ________________________________________________ 12
Doc. Title : GAM-PRO-QAC-GTL-023 Rev. E Quality Control Procedure for Concrete Works
Date : 28.01.2008
T-4.234.541 Rev. B Page 5 of 23
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1. SCOPE
This QC Procedure defines the type and extent of inspection and testing to be carried out to verify all operations involved in the Erection of Formworks, Fixing of Rebar and Placing, Curing, Repair and Protection of concrete during construction and commissioning works.
2. PURPOSE
This Quality Control Procedure defines the documentation to be collated and the inspections to be carried out in order to verify and record that all concrete works activities are conformant to the requirements in the Project Specification.
3. HSSE All works shall be in compliance with the State of Qatar laws and regulations, Ras Laffan Industrial City and International standards, codes, Linde Engineering AG and QSGTL and/or its PMC requirements and instructions. In addition all employees and Gama subcontractor employees on site will have through Linde Engineering AG Site Safety Induction and Gama Qatar Safety induction for site safety, health, environmental and security prior to work activities. Other training courses will be attended as required by Linde Engineering AG or QSGTL and/or its PMC as required. At a minimum a Risk Assessment will have been prepared by the Risk Assessment Team (RAT) ranking the hazards associated with project works and control measures to be taken to mitigate the hazards to an acceptable level. Each work scope or task will have a completed and approved Job Safety Analysis (JSA) identifying the potential hazards and control measures that will be implemented to protect people and environment. Supervisor as the basis of conducting his daily Pre-Task meeting and his weekly Tool Box Talk (TBT) will use the JSA. In addition to the above, employees conducting survey works will wear required PPE and highly visible vest where traffic or other hazards may exist. For additional safety requirements for a particular or specific task please refer to the JSA prepared for that task.
4. REFERENCES
T-13.376.358 Reinforced Concrete Foundations & Structures
T-13.377.363 RLC, QP and Kahramaa Standards
T-13.376.490 Project Specification for Site Preparation
DEP 34.11.00.11 Site Preparation & Earthworks
DEP 34.19.20.31 reinforced concrete Foundations & Structures
T-4.184.233 Report on Geotechnical Site Investigation (Gulf Labs, GD/1712/SI)
Also all relevant ITPs and QCRs
Doc. Title : GAM-PRO-QAC-GTL-023 Rev. E Quality Control Procedure for Concrete Works
Date : 28.01.2008
T-4.234.541 Rev. B Page 6 of 23
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5. DEFINITIONS
Company : QSGTL or its PMC (JK)
Contractor : Linde Engineering AG
Subcontractor : Gama Qatar Co. W. L. L.
Contract : QSGTL Pearl Project C2 ASU Construction Works
CS : Construction Supervisor
ITP : Inspection and Test Plan
QCR : Quality Control Record
QCP : Quality Control Procedure
QCE : Quality Control Engineer
QCI : Quality Control Inspector
Lab Tech. : Lab Technician
QA/QC : Quality Assurance / Quality Control
TPI : Third Party Inspection
ITL : Independent Testing Laboratory
6. STANDARDS
BS 1377: Methods of Test for Soils for Civil Engineering Purposes, Part 1, 2 and 3
BS 1881: Testing Concrete, Part 105:1984
BS 4449: Specification for Carbon Steel Bars for the Reinforcement of Concrete
BS 5328, BS 5328-1: 1997 Part-1: Guide to Specifying Concrete
BS 196: Method of Testing Cement
BS EN 196-1: Determination of Strength
ACI 318: Building Code Requirements for Reinforced Concrete
ACI 305R: Hot Weather Concrete
ACI 306R: Cold Weather Concrete
ASTM C 143: Test for Slump of Portland Cement Concrete
CEB-FIP Model Code1990:CEB-FIP Model Code 1990 (for Concrete Structures), Bulletin No.213/214
Doc. Title : GAM-PRO-QAC-GTL-023 Rev. E Quality Control Procedure for Concrete Works
Date : 28.01.2008
T-4.234.541 Rev. B Page 7 of 23
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7. RESPONSIBILITIES
The CS will be responsible for the following:
To ensure that all construction operations are carried out in accordance with the Project Specifications, Construction Drawings, as well as in accordance with the approved ITP's and QCP's.
To ensure that the surveyor has completed setting out reference points complying with the approved drawing.
To ensure that all parties who are required to make any kind of test or inspections are properly informed of the programme of the works and inspection and testing requirements.
Initiating the Request for Inspection and transmitting in a timely manner to QA/QC department.
The QCE will be responsible for the following:
To ensure that all QCI's and Lab Technicians are properly informed as to the daily work programme and delegating actions to QCI.
Review of all Documentation and Reports. Raising of relevant Request for Inspections and transmission to the Contractor Quality
Department 24 hours before the scheduled inspection or test.
The QCI will be responsible for the following:
To ensure that he is fully aware of the daily construction programme. To ensure that he attends all inspection points in a timely manner and records the results
of his inspections on the appropriate forms.
Completion and filing of all inspection records under his responsibility and reporting to QCE.
The Lab. Technician will be responsible for the following:
To ensure that he is fully aware of the daily construction programme. To ensure that he attends and performs the required test properly in a timely manner
and records the results accordingly.
Reviewing and issuing all relevant lab. Test reports to the QCE in a timely manner. Completion and filing of all lab test reports
Doc. Title : GAM-PRO-QAC-GTL-023 Rev. E Quality Control Procedure for Concrete Works
Date : 28.01.2008
T-4.234.541 Rev. B Page 8 of 23
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8. PROCEDURE
8.1. GENERAL
All Concrete materials and mixes shall be given by Contractor and Company before use. No concrete pouring shall commence before the necessary release is taken from Contractor, since the supply of the same is in Contractor scope.
a) Foundation Elevation will be checked and recorded
b) Earth work shall be checked and recorded
c) If rock surface the foundation shall be inspected for cracks by QC Engineer / Inspector
d) Pour card will be signed for lean concrete;
The QCI will inspect each pour directly before the time proposed for casting so as to confirm that all items as detailed on form Pre Pour are correct.
The QCI will inspect all preparations for concreting and the previous items' release on Form Pre Pour and ensure that all site preparations are done.
e) Lean concrete shall be checked and recorded for elevation and co-ordinates
f) After curing, coating shall be checked and recorded.
g) Rebars shall be inspected for dimension, size, no of pieces and cleanness. The same shall be recorded. See APPENDIX A
h) Anchor bolts; embedded items if applicable shall be checked and recorded.
i) Form work shall be inspected for dimension, size, tight ness, apply of Wax and cleanness. The same shall be recorded. See APPENDIX B
g) The foundation will be checked for cleanness and foreign material removal (T-4.234.075 Method Statement for Concrete Works) and pour card will be signed.
8.2. CONCRETE PRODUCTION, TESTING AND PLACEMENT
a) All concrete shall be central mixed in accordance with ASTM C94. Testing of concrete shall be carried out by Contractor.
b) Concrete placing shall be in accordance with the Project Specification T-13.376.358.
c) Flow Test will be done for each load (BS-1881, Part 105:1984)
d) Temperature of the fresh concrete shall not exceed 30 C and shall be taken for each load.
e) Temperature shall be recorded and Heat of hydration shall be maintained with in 15 C.
Proper care shall be taken for concrete discharge height and Vibration.
Doc. Title : GAM-PRO-QAC-GTL-023 Rev. E Quality Control Procedure for Concrete Works
Date : 28.01.2008
T-4.234.541 Rev. B Page 9 of 23
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8.3. POST POUR ACTIVITIES
8.3.1. General
The QC will ensure that immediately after finishing all exposed concrete surfaces are properly protected and covered with white polyethylene sheet with the edges lapped or tied down to exclude air circulation. After the concrete has stiffened but no longer than1 hours, the polyethylene sheet shall be removed and replaced with a Hessian soaked with water. The polyethylene sheet shall be placed over the Hessian immediately, to protect evaporation. Throughout the curing period, the Hessian shall be maintained in a permanently wet condition using mix quality water, curing shall continue for a minimum of 10 days for all concrete.
After the completion of curing period, location of embedded items and Anchor bolts shall be verified and recorded.
8.3.2. Finishing Above ground concrete finish shall be Class 1 as defined in BS 8110-1 section 6.2.7.2 Below ground concrete finish shall be Class 2 as defined in BS 8110-1 section 6.2.7.2
8.3.3. Testing Compression Test shall be as per T-13.376.358 Section 3.33 Frequency requirement; For pours up to 10cu.m Once For pours up to 20cu.m Twice For pours over 20cu.m Every 20 cu. m but not less than twice For pours over 200cu.m Every 40 cu. m
8.3.4. Concrete repairs and Tolerances
Immediately after forms are removed, exposed surfaces shall be inspected. Small holes and minor honeycombing which do not impair the strength with a maximum size of 10 mm x 10 mm shall be filled with company approved material, which shall be essentially the same composition as the surrounding concrete. Members having extensive defects shall be repaired or replaced as per approved method statement for the particular repairs.
Tolerances in variations/deviations shall be accordance with the project specifications.
No other repairs will be permitted without the approval of the Contractor / Company.
Doc. Title : GAM-PRO-QAC-GTL-023 Rev. E Quality Control Procedure for Concrete Works
Date : 28.01.2008
T-4.234.541 Rev. B Page 10 of 23
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9. QUALITY ASSURANCE A Quality Assurance System shall be operated conforming to related standards. Controls and checked shall be established and documented through relevant T-4.234.541 (QCP), T-4.234.571 (ITP) and QCRs.
10. ATTACHMENTS
APPENDIX A APPENDIX B GAM-QCR-QAC-GTL-006 GAM-QCR-QAC-GTL-009 GAM-QCR-QAC-GTL-011 GAM-QCR-QAC-GTL-012 GAM-QCR-QAC-GTL-013 GAM-QCR-QAC-GTL-014 GAM-QCR-QAC-GTL-015 GAM-QCR-QAC-GTL-017
Doc. Title : GAM-PRO-QAC-GTL-023 Rev. E Quality Control Procedure for Concrete Works
Date : 28.01.2008
T-4.234.541 Rev. B Page 11 of 23
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APPENDIX A: Inspection of the Installation of Rebar
The QCI will inspect the installation of rebar in a systematic manner such that all necessary points of surveillance are adequately monitored at each stage of the process.
Routine surveillance shall comprise inspection to confirm that:
All on-site storage is sufficiently off-ground; bundles are properly stored and separated.
All bundles of fabricated rebar are adequately and correctly tagged for identification.
The latest revision of the relevant Drawings is being used.
The bar codes, sizes and numbers are as shown on the Drawings.
The lap lengths are as shown on the Drawings.
The correct type of tie wire is being used, all ends are bent inwards and sufficient intersections are being tied to ensure rigidity.
The fixing tolerances are conformant.
All starter bars (which will eventually protrude from the cast) are accurately positioned and of the correct length (for lap).
Spacers are adequate in number and securely fixed.
Spacers are of correct size, correct type, adequate in number, and adequately fixed and distributed.
Excessive rust blooming shall be wire brushed.
Doc. Title : GAM-PRO-QAC-GTL-023 Rev. E Quality Control Procedure for Concrete Works
Date : 28.01.2008
T-4.234.541 Rev. B Page 12 of 23
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APPENDIX B: Inspection of the Erection of Formwork
The QCI will inspect the erection of formwork in a systematic manner such that all necessary points of surveillance are adequately monitored at each stage of the process, where applicable (columns, etc) formwork will not be closed until the reinforcement steel has been checked.
Routine surveillance shall comprise inspection to confirm that: All materials are in an adequate condition.
Boards in shutters and adjacent shutters are properly aligned and sealed-over (as necessary).
All grooves, corner chamfers, etc. properly installed.
Shutter surface clean, sound and coated with an approved Release Agent.
Hatches, and Box-Outs and Inserts to be affixed to the formwork are correctly positioned.
Kickers correctly positioned (also checked rebar starters relative to kickers).
Tie-rods and support systems appear to be satisfactory.
Where required, templates properly installed.
Where required, water stops and bars, etc. are properly installed.
Top level battens/screed-boards properly installed.
Surveyor's checked, completed and within tolerances.
Plumb-bobs installed (where required).
Area adequately cleaned-out.
At the time of final inspection the QCI will proceed in general accordance with the above, but with particular emphasis on any points, which had previously been observed as requiring in-process rectification.
INSPECTION CHECKLIST
SURVEYORS REPORT.
FORM NO: GAM-QCR-QAC-GTL-006
Rev. 0
ITP REF. NO: GAM-ITP-QAC-GTL- REV. 0
DATE:
Location Bldg/Area:
No:
SIGN OFF WILL CONFIRM RELEASE TO EXCAVATE.
GAMA QATAR LINDE PEARL GTL Name Position Signature Date
0.
Briefly describe the intention of the Survey and purpose giving details of the utility/ excavation.
Drawing Numbers For Location give Marked up copy of Drawing:
1. Confirm that surveying equipment is calibrated
Calibration Cert No:
2. Check that the drawings noted above are approved for use. N/A YES NO
3. Check all existing utilities are clearly identified and staked out N/A YES NO
4. Confirm that the proposed excavation is clearly staked/ Marked out. N/A YES NO
5. Confirm depth of excavation. N/A YES NO
Surveyors Comments plus any additional survey information.
QSGTL PEARL PROJECT C2 ASU Construction Works
FORM NO: GAM-QCR-QAC-GTL-009 CONCRETE POUR CARD Date:
T-4.234.541 Rev. O Page 1 of 2
Complete Reference No. For Structure: Drawing and Rev. No: No:
Date and Time Required Class of Concrete Delivery Intervals Slump (mm) Quantity Required (m3)
ITEMS TO BE CHECKED Engineers Inspection QC Status
BLINDING SATISFACTORY OR PREVIOUS CAST Q.C RELEASED
Coating of blind concrete
FORMWORK ERECTION SATISFACTORY: DIMENSIONS / CLEANLINESS / OIL / SUPPORT TO BE CHECKED
REBAR INSTALLATION SATISFACTORY: INSTALLED AS PER APPROVED DRAWING
EMBEDDED ITEM FIXING SATISFACTORY (ELECT. / MECH)
ANCHOR BOLTS (SEE SEPARATE SHEET)
PRE- POUR INSPECTION SATISFACTORY
THE ABOVE INDICATED ITEMS HAVE BEEN INSPECTED AND ARE READYY FOR Q.C VERIFACATION
Site Engineer Or
Superintendent Name:
Signature:
Date: Time:
COMMENTS:
THE ABOVE LOCATION HAS BEEN INSPECTED PROR TO PLACEMENT OF CONCRETE AND THE WORK VERIFIED AS CONFORMANT: ALL DISCREPANCY REPORTS HAVE BEEN TECHNICALLY FINALIZED: QC HOLD RELEASED
THE APPENDED SIGNATURE CONFIRMS THAT THE ABOVE RECORD OF INSPECTION / TEST HAS BEEN VERIFIED BY THE FOLLOWING PERSON:
Civil QC Inspector Name: Signature:
Date:
THE APPENDED SIGNATURE GIVES APPROVAL FOR THE PLACEMENT OF CONCRETE DETAILED ABOVE
LINDE Name: Signature: Date:
COMPANY Name: Signature: Date:
QSGTL PEARL PROJECT C2 ASU Construction Works
FORM NO: GAM-QCR-QAC-GTL-009 CONCRETE POUR CARD Date:
T-4.234.541 Rev. O Page 2 of 2
Type of Structure
Complete Reference No. For Structure: Drawing and Rev. No:
Date and Time Required Class of Concrete Delivery Intervals Slump (mm) Quantity Required (m3)
ITEMS TO BE CHECKED Engineers Inspection Q.C Status CHECK THAT RELEASED FROM ELECTRICAL AND MECHANICAL SECTION (IF REQUIRED)
CHECK THAT EARTHWORK COMPACTION TEST PASSED IN CASE OF BACKFILLING / FOR ROCK SURFACE ONLY VISUAL INSPECTION - NO COMPACTION TEST.
CHECK MINIMUM BLINDING THICKNESS AS PER DRAWING.
CHECKED FOR CLEANLINESS.
ALL SETTING OUT VERIFIED BY THE SURVEYOR INCLUDING DIMENSIONS, LOCATION AND LEVEL.
THE ABOVE INDICATED ITEMS HAVE BEEN INSPECTED AND ARE READYY FOR Q.C VERIFACATION
Site Engineer Or
Superintendent
Name: Signature: Date: Time:
COMMENTS:
THE ABOVE LOCATION HAS BEEN INSPECTED PROR TO PLACEMENT OF CONCRETE AND THE WORK VERIFIED AS CONFORMANT: ALL DISCREPANCY REPORTS HAVE BEEN TECHNICALLY FINALIZED: QC HOLD RELEASED THE APPENDED SIGNATURE CONFIRMS THAT THE ABOVE RECORD OF INSPECTION / TEST HAS BEEN VERIFIED BY THE FOLLOWING PERSON:
Civil QC Inspector
Name: Signature: Date:
THE APPENDED SIGNATURE GIVES APPROVAL FOR THE PLACEMENT OF CONCRETE DETAILED ABOVE
LINDE Name: Signature: Date:
COMPANY Name: Signature: Date:
Type of Structure
QSGTL PEARL PROJECT
C2 ASU Construction Works
FORM NO: GAM-QCR-QAC-GTL-011 EMBEDDED ITEMS INSPECTION FORM Date:
T-4.234.541 Rev. O
COMPLETE REFERENCE NO. AND DESCRIPTION OF STRUCTURE: ACTIVITIES TO BE CHECKED STATUS BEFORE POURING STATUS AFTER POURING
1.LATEST CONSTRUCTION DRAWING AND REVISION BEING USED
2. CHECK ANCHOR BOLTS / EMBEDDED ITEMS ARE PROPERLY LOCATED AND SECURELY FIXED IN PLACE
3. CHECK LEVEL OF ANCHOR BOLTS AND ALIGNMENT PROPERLY DONE
4. CHECK ANCHOR BOLT, NUT AND WASHER PROPERLY PROTECTED
No: EMBEDDED ITEMS CHECKED: COMPLETE AND CONFORMANT: READY FOR INSTRUCTIONS:
SITE ENGINEER OR
SUPERINTENDENT
NAME: SIGNATURE / DATE: SIGNATURE / DATE: (AFTER POURING)
COMMENTS :(ATTACHED SKETCH OF THE SUBJECT ANCHOR BOLTS WITH PRE POUR SURVEY REPORT)
THE EMBEDDED ITEMS ARE CHECKED AND CONFORMANT GAMA QC INSPECTOR
NAME: SIGNATURE / DATE:
SIGNATURE / DATE : (AFTER POURING)
LINDE
NAME: SIGNATURE / DATE:
SIGNATURE / DATE : (AFTER POURING)
COMPANY NAME: SIGNATURE / DATE:
SIGNATURE / DATE : (AFTER POURING)
REMARKS (IF ANY):
QSGTL PEARL PROJECT
C2 ASU Construction Works
FORM NO: GAM-QCR-QAC-GTL-
012
INSPECTION FORM FOR CONCRETE FOUNDATIONS / STRUCTURES
ITP GAM-ITP-QAC-GTL- Date:
T-4.234.541 Rev. O Page 1 of 2
INSPECTION FORM FOR CONCRETE FOUNDATIONS / STRUCTURES
DRAWING & REVISION No. TYPE OF STRUCTURE: LOCATION: No:
GAMA - CONS. GAMA - QC LINDE COMPANY REMARKS
TYPE OF ACTIVITY SIGN DATE SIGN DATE SIGN DATE SIGN DATE
1.0 Surveying, Setting Out & Excavation
2 Existing Ground / Formation Level
2.1 Bottom Level Correct 2.2 Dimension checked 2.3 Strata acceptable 2.4 Excavation is
completed and approved for next activity
3 Blinding 4 Footing
4.1 Formworks / Rebars / Dimensions / Cleanliness / Oil / Support
4.2 Inserts 5 Pedestal
5.1 Formworks & Rebars 5.2 Anchor Bolts & Inserts 6 Concrete Pouring (1) 7 Concrete Pouring (2) 8 Concrete Surface
Inspection
9 Concrete Protection 9.1 Epoxy Coating 9.2 Polyethylene Sheet 9.3 Hardboard 10 Backfilling
10.1 Area free of deleterious material prior to backfilling
QSGTL PEARL PROJECT
C2 ASU Construction Works
FORM NO: GAM-QCR-QAC-GTL-
012
INSPECTION FORM FOR CONCRETE FOUNDATIONS / STRUCTURES
ITP GAM-ITP-QAC-GTL- Date:
T-4.234.541 Rev. O Page 2 of 2
INSPECTION FORM FOR CONCRETE FOUNDATIONS / STRUCTURES
DRAWING & REVISION No. TYPE OF STRUCTURE: LOCATION: No:
GAMA - CONS. GAMA - QC LINDE COMPANY REMARKS
TYPE OF ACTIVITY SIGN DATE SIGN DATE SIGN DATE SIGN DATE
10.2 Layers for fill material marked on the sides of the excavation or with pins.
10.3 Adjacent to below ground structures correctly coated and protected in accordance with project specification
10.4 Compaction test done 11.0 Final Survey
Concrete As built
INSPECTION CHECKLIST
LEAN / BLINDING CONCRETE
FORM NO: GAM-QCR-QAC-GTL-013 ITP REF. NO: GAM-ITP-QAC-GTL- Date:
Location Bldg/Area: Drawing Reference No
No:
SIGN OFF AS ACCEPTED
GAMA QATAR LINDE QSGTL Name Position Signature Date
T-4.234.541 Rev. O.
DESCRIPTION
1 Verify surveying setting out of Base location and blinding concrete level is as per drawings N/A YES NO
2 Verify Base Compaction results are conforming to Specifications. N/A YES NO
3 Confirm thickness is to be 50mm Minimum N/A YES NO
4 Confirm forms are in place N/A YES NO
5 Blinding Concrete receival & placement inspection. N/A YES NO
6 Verify Concrete Curing N/A YES NO
7 Check application of membrane / Polyethylene is in accordance with manufacturers instructions and specification. N/A YES NO
8 Compressive strength to be recorded by Laboratory N/A YES NO
COMMENTS:
INSPECTION CHECKLIST
CONCRETE PRE POUR INSPECTION
FORM NO: GAM-QCR-QAC-GTL-014 ITP REF. NO: GAM-ITP-QAC-GTL- Date:
Location Bldg/Area:
No:
Drawing Reference Nos:
SIGN OFF AS ACCEPTED
GAMA QATAR LINDE QSGTL Name Position Signature Date
T-4.234.541 Rev. O
ITEM DESCRIPTION
1 Check that existing concrete surface properly chipped & concrete pouring place is clean
And construction joints, if any, are adequately prepared N/A YES NO
2 Check that form work installation is proper and release agent applied properly N/A YES NO
3 Check that rebar free from rust, damage and installed as per drawings IF REQUIRED checkembedded items are compliant N/A YES NO
4 Check that reinforcement Bars are the correct size as drawing N/A YES NO
5 Check that reinforcement are spaced correctly N/A YES NO
6 Check adequacy of spacers and specified concrete cover N/A YES NO
7 Check that Embedded items are placed as per the construction Drawings N/A YES NO
8 Check that Anchor Bolts are placed as per the construction Drawings. N/A YES NO
9 Check that Waterstop is fixed correctly if required N/A YES NO
10 Check that all civil piping is fixed and ready for casting N/A YES NO
11 Check that all electrical items are fixed and ready for casting N/A YES NO
12 Check that all mechanical items are fixed and ready for casting N/A YES NO
13 Check that all Anchor bolts and embedded items are installed as required, if applicable. N/A YES NO
Comments:
INSPECTION CHECKLIST CONCRETE
POST POUR INSPECTION
FORM NO: GAM-QCR-QAC-GTL-015 ITP REF. NO: GAM-ITP-QAC-GTL- Date:
Location Bldg/Area: No:
Drawing Reference:
SIGN OFF AS ACCEPTED ONLY AFTER COMPLETION OF ALL WORKS & CURING
POST POUR INSPECTION CAST DATE CAST TIME Approximately STRIPPING DATE / TIME
1 Confirm Dimensional Check taken: Attach sketch or marked up drawing of dimension taken NA YES NO
2 Confirm surveyor has reported. NA YES NO
3 Confirm Embedded items have been check and accept by Mech. NA YES NO
EXAMINATION OF POUR AFTER STRIPPING Describe any surface defects and their probable cause, and what remedial measures are
necessary:
REPAIRS If major repairs are to be carried out give repair sheet No
CURING RECORD
4. DAY 1 2 3 4 5 6 7 8 9 10 11 12 13 14
CHECKED
NOTE: Water Curing Check the curing daily tick the box. If Curing Compound is used write below Curing Compound type
GENERAL COMMENTS
GAMA QATAR LINDE QSGTL
Name
Signature
Date
T-4.234.541 Rev. O Page 1 of 2
INSPECTION CHECKLIST CONCRETE
POST POUR INSPECTION
FORM NO: GAM-QCR-QAC-GTL-015 ITP REF. NO: GAM-ITP-QAC-GTL- Date:
Location Bldg/Area: No:
Drawing Reference:
SIGN OFF AS ACCEPTED ONLY AFTER COMPLETION OF ALL WORKS & CURING
GAMA QATAR LINDE QSGTL
Name
Signature
Date
T-4.234.541 Rev. O Page 2 of 2
THIS RECORD SHEET TO BE USED ONLY IF REQUIRED CONCRETE REPAIR RECORD SHEET
Supervisor / Inspectors name Date RFI No. Provide Sketch or photo and give brief description of repair and repair material.
Is the defect
1. HONEYCOMBING
2. SEPARATION
3. OTHER
1. Check bonding agent applied (if required) NA YES NO 2. Check only designated repair materials are utilised NA YES NO 3. Check repair materials properly applied NA YES NO 4. Check curing application (if required) NA YES NO
Record No. : Inspection Gr :
ITP No. : GAM-ITP-QAC-GTL- Form No: GAM-QCR-QAC-GTL-017 Laboratory :
No. : Date :
Remarks :
Full Name / Signature / Date
FRESH CONCRETE TEST REPORT
GAMA QATAR QSGTL LINDE
TOTAL
SAMPLE NO. TIME of ARRIVAL DISCHARGE TIMECONCRETE TEMPERATURE (C)
BATCH TIME
CONCRETE
QSGTL PEARL PROJECTC2 ASU Construction Works
NUMBER OF CUBES CAST LOCATION
TIME of DEPARTURE
TIME TAKEN SLUMP (mm)
MIX CODECONCRETE
QUANTITY ( m3 )AIR
T-4.234.541 Rev. O
PRO FOR CONCRETE 28.01.08.doc APPENDIX A GAM-QCR-QAC-GTL-006 GAM-QCR-QAC-GTL-009 GAM-QCR-QAC-GTL-011 GAM-QCR-QAC-GTL-012 GAM-QCR-QAC-GTL-013 GAM-QCR-QAC-GTL-014 GAM-QCR-QAC-GTL-015 GAM-QCR-QAC-GTL-017
006-checklist surveyors report.doc Surveyors Comments plus any additional survey information.
009- Pourcard.doc011- EMBEDDED ITEMS.doc012- Insp Form Concrete foundations.doc013- Checklist LEAN - BLINDING CONCRETE.doc014 - Checklist PRE POUR INSPECTION.doc015 - Checklist POST POUR INSPECTION.docREPAIRS If major repairs are to be carried out give repair sheet No CURING RECORDDAY
017-FRESH_CONCRETE_TEST_REPORT.xls