Thursday, 6 February 2014

BORED PILING METHOD STATEMENT

BORED PILING METHOD STATEMENT.


WORK PROCEDURE

















WORK PROCEDURE




PROJECT:



Ref No. FOUN/04



PAGE 1 OF 2



SECTION:


FOUNDATIONS



DATE OF ISSUE


Dec 2012



SUBJECT:


BORED PILING



BY:


QA/QC ENGINEER



APPROVED BY:


QEHS MANAGER



ACTION



VERIFY



1.    SCOPE


The scope of this procedure covers the control of installation of Bored Cast-in-Situ Concrete piles executed by a sub-contractor.


2.    PROCEDURE


.1    Method Statement:


A method statement shall be submitted by the piling Sub-contractor for approval which shall include:


i)    Construction procedure.


ii)    Pile design with calculations.


iii)    Testing procedure.


iv)    Documentation to be maintained during the execution of work.


v)    Mix design for concrete.


vi)    Specification for reinforcement steel and bentonite clay.


vii)    Any other information required by the specification.


.2    Construction Programme:


The sub-contractor shall submit a programme for approval based on the Contract Programme. The subcontractor shall also indicate the mobilisation time of plant, equipment, materials and work force.


.3    Piling Sequence:


Approval of piling sequence will be given prior to commencement of piling by the Subcontractor.


.4    Setting-Out:


HEE will execute pre-piling setting out and offer for cross-checking by Subcontractor’s Surveyor and Consultant’s Representative.



Project


Manager


Sub-contractor


Project


Manager


Subcon/


FCC Surveyor


Method


Statement


Approved


Construction Programme


Approval


Field Book





















PROJECT:



Ref No. FOUN/04



PAGE 2 OF 2



SECTION:


FOUNDATIONS



DATE OF ISSUE


Dec 2012



SUBJECT:



BY:


QA/QC ENGINEER



BORED PILING



APPROVED BY:


QHSE MANAGER



ACTION



VERIFY



.5    Source Certificates:


Reinforcement steel and Bentonite test certificates if required shall be obtained from the Subcontractor and, submitted for approval by the Consultant.


.6    Concrete Cube Testing:


Cube results will be assessed and retained. The cube test reports shall be clearly identified with the location of pour by reference to the checksheet.


.7    Testing of Piles:


The Subcontractor shall carry out a load test and integrity test as specified in the Contract.


.8    Inspection of Work/Checksheet:


The work shall be inspected using the attached checksheet as Appendix FOUN/04/A which shall be completed as verification and record of compliance.


.9    Non-Conformity:


Non-conforming workmanship shall be notified to the Subcontractor as Appendix 7/3/6/A and corrective action taken in accordance with good working practice and Consultants approval.



Project Engineer


Project Engineer/


Labtech.


Subcon.


QA/QC


QA/QC



Source certificate


Test result, FOUN/04/A


Pile testing record


Checksheet


Non-


Conformity Report























































































CM – Construction Manager, QA/QC – Quality Assurance/Quality Control, PE – Project Engineer, SE – Site Engineer, GF – General Foreman, SU – Surveyor, Lab – Laboratory Technician


DOWNLOAD BORED PILING METHOD STATEMENT WORD TEMPLATE: BORED PILING



BORED PILING METHOD STATEMENT
PROJECT:                        SITE NO.:

CHECK SHEET FOR BORED PILING


Sheet No.


SUBCONTRACTOR: FATAYERJI


SECTION OF WORK ____________________________LOCATION _________________


STAGE



ITEM



Checked


by



DATE


PREPARATION1. Subcontractor’s method statement approved.PE
2. Materials approved by the consultant.PE
3. Cross-check location of Pile.SU

APPROVAL TO PROCEEDQA/QC
INSTALLATION4. Check borehole to be filled with Bentonite

slurry at all times.

GF
5. Check cleaning of bottom of borehole.GF
6. Check reinforcement cage.SE
7. Check minimum cover while lowering cage into the borehole.GF
8. Check slump of concrete.Lab
9. Check cut-off level + location.SU
APPROVAL TO PROCEED WITH PILE CAP.CM

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