JOB PROCEDURE FOR MATERIAL RECEIPT INSPECTION REPORT
(PROCEDURE NO: 6724-700-50-MR-JP-001 )
PROJECT : PROCUREMENT AND INSTALLATION OF ADDITIONAL BOIL OFF GAS (BOG) BOOSTER
COMPRESSOR, RATNAGIRI
CLIENT : M/s RATNAGIRI GAS AND POWER PRIVATE LIMITED
. (Promoters: M/S NTPC Limited & GAIL (INDIA) Limited)
CONSULTANT : M/s ENGINEERS INDIA LIMITED
CONTRACTOR : M/s SAVAIR ENERGY LIMITED
LIMITED
PREPARED BY CHECKED BY REVIEWED BY APPROVED BY
ORGANIZATION SEL SEL SEL EIL
SIGNATURE
NAME Ganesh K. Rakesh P. Milind D.
DATE
Page 1 of 4
(PROCEDURE NUMBER : 6724-700-50-MR-JP-001
6724-700-50-MR-JP-001))
JOB PROCEDURE FOR MATERIAL RECEIPT INSPECTION REPORT
CONTENTS
1. PURPOSE
2. SCOPE
3. REFERENCE
4. PROCEDURE
5. INSPECTIONS & RECORDS
Page 2 of 4
JOB PROCEDURE FOR MATERIAL RECEIPT INSPECTION REPORT
1.0 PURPOSE
The purpose of this procedure is for keeping the records of incoming/ stacking and outgoing material and to
ensure that proper record system is exercised at site.
2.0 SCOPE
The procedure covers supervision and method of record keeping for all incoming/ stacking and outgoing
material
3.0 R EFERENCE
EFERENCE
All related works will conform to
to contract document
• Purchase order
• Quotation
• enquiries
4.0 PROCEDURE
A. Incoming material
• Received material to checked as per invoice / PO and visual inspection also to be carried out
• Make the MIIR as per approved format
• Approved format to be filled with
with Date , time, invoice number and material cond
condition
ition
• If any damage or short is found to be record and brought to the notice of respective vendor
• Prepare note for required insurance claimed, if any
• Make the entry pass / returnable pass of the material
• Report to be generated and copies to be mark to respective department
• Material entry to be record in respective record book
B. Stacking of material
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• Received material to be kept on individual place
• Material to be stored / stack on wooden sleeper/concrete sleeper such way, So that it can be issued /
approach easily
• Material stack out side to be covered (Plastic, tarpaulin, GI sheets etc)
• Required color code to be put for identification
• Apply oil/grease for rust prevent
prevent
• Pipes both end to be covered with caps so that end edge of the pipe to be protected
• Respective board to be displayed in from of stack material (like vendor name, JOB number, quantity,
equipment number, PO invoice number etc)
C. ISSUE OF MATERIAL
• MIV / MRV to be raised by contractor / respective officer.
• Authorized signature to be obtained.
• Give MIV / MRV to store.
• Get material issued by store & lift the material from store with required trailer, truck etc.
• Make out gate pass from the store.
• Quantity to be noted in MIV / MRV with regards to any indented quantity / actual quantity done for records
and payment.
5.0 Inspection and Record : Material Receipt Inspection Report (
Report (6724-700-50-43-IR-001)
6724-700-50-43-IR-001)
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MATERIAL RECEIPT INSPECTION REPORT (MRIR)
PROJECT : PROCUREMENT
PROCUREMENT AND INSTALLATION
INSTALLATION OF ADDITIONAL
ADDITIONAL BOIL OFF GAS (BOG) BOOSTER COMPRESSOR , R
RATNAGIRI
ATNAGIRI
CLIENT : M/s RGPPL, RATNAGIRI FORMAT NO :SEL/QAD/
:SEL/QAD/001
001 REV.NO. - 0
PMC :M/s EIL REPORT NO :
CHALLAN / INVOICE NO : DATE :
Heat No. / Lot
Sr.No. Material Description Size Qty Test Certificate No Vendor / Make Remark
No./ ID No.
REMARK : SEL/TPI Inspection Release Note No.
SAVAIR ENERGY LIMITED CLIENT/TPI
NAME
SIGN
DATE
JOB PROCEDURE FOR INTERNAL SITE AUDIT
(PROCEDURE NO: 6724-700-50-IA-JP-001 )
PROJECT : PROCUREMENT AND INSTALLATION OF ADDITIONAL BOIL OFF GAS (BOG) BOOSTER
COMPRESSOR, RATNAGIRI
CLIENT : M/s RATNAGIRI GAS AND POWER PRIVATE LIMITED
. (Promoters: M/S NTPC Limited & GAIL (INDIA) Limited)
CONSULTANT : M/s ENGINEERS INDIA LIMITED
CONTRACTOR : M/s SAVAIR ENERGY LIMITED
PREPARED BY CHECKED BY REVIEWED BY APPROVED BY
ORGANIZATION SEL SEL SEL EIL
SIGNATURE
NAME Ganesh K. Rakesh P. Milind D.
DATE
Page 1 of 4
(PROCEDURE NUMBER : 6724-700-50-IA-JP-001 )
JOB PROCEDURE FOR INTERNAL SITE AUDIT
CONTENTS
1. PURPOSE
2. SCOPE
3. REFERENCE
4. PROCEDURE
5. INSPECTIONS & RECORDS
Page 2 of 4
JOB PROCEDURE FOR INTERNAL SITE AUDIT
1. Purpose:
• Complete the project within the time frame.
• Within the set quality norms.
• Without any unwanted incidents.
• Quality is maintained throughout the entire project
2. Scope:
This procedure covers the system of Quality / Documentation systems at site & their effective application and
follow ups.
3. Reference:
All Approved job procedure.
•
Applicable standards.
•
• Codes and Specification.
4. Purpose:
• Complete the project within the time frame.
• Within the set quality norms.
• Without any unwanted incidents.
• Quality is maintained throughout the entire project
5. Procedure:
• Internal audit shall be conducted at an interval of three months
• Internal audit shall be conducted by a committee consisting of Audit Head and all
• members of the discipline, i.e. (Civil, Mechanical, Electrical, etc)
• Visiting site and verifying the record’s
record’s generated at site for Quali
Quality
ty and other systems are as per
per procedure
or not for all related site activities or discipline.
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• In case of any discrepancy proper corrective measures to be taken immediately.
• If anything found incorrect or beyond control then NCR (NON CONFIRMATION REPORT) to be raised.
• After completion of audit, all departments
departments related audit reports shal
shalll be made & send to the respective
departments for the corrective action and information.
• All NCR raised in the internal audits shall be resolved
resolved and necessary documents / re
reports
ports generated which
is mandatory.
• Finally the internal reports copies to be send to respective department and EIL / OWNER for their review /
information.
6. Responsibilities and authorities:
• A audit plan and procedure to be prepared and
and submitted to owner / EIL for a
approval
pproval ,while preparing
audit plans we have to ensure that the frequency of audit does not exceed three months for a particular
facility.
• Functions and interrelations within the organization,
o rganization, including responsibilities,
Authorities are defined and communicated through
through the organization chart provided.
• All department heads should see and adhere to the
the audit panel’s report to ensure
ensure that all major NCR are
closed.
7. Documentation
Documentation:
Internal Audit report Format.
Page 4 of 4
E.O.T. CRANE ERECTION PROCEDURE
(PROCEDURE NO: 6724-700-50-45B-JP-001 )
PROJECT : PROCUREMENT AND INSTALLATION OF ADDITIONAL BOIL OFF GAS (BOG) BOOSTER
COMPRESSOR, RATNAGIRI
CLIENT : M/s RATNAGIRI GAS AND POWER PRIVATE LIMITED
. (Promoters: M/S NTPC Limited & GAIL (INDIA) Limited)
CONSULTANT : M/s ENGINEERS INDIA LIMITED
CONTRACTOR : M/s SAVAIR ENERGY LIMITED
PREPARED BY CHECKED BY REVIEWED BY APPROVED BY
ORGANIZATION SEL SEL SEL EIL
SIGNATURE
NAME Ganesh K. Rakesh P. Milind D.
DATE
Page 1 of 3
(PROCEDURE NUMBER: 6724-700-50-45B-JP-001 )
E.O.T. CRANE ERECTION PROCEDURE
1. SCOPE
This procedure covers the work method for EOT Crane erection and testing in idle and loaded condition.
2. METHODS
• Pre erection activities
• Lifting tackles
• During erection
• Post erection activities.
• Inspection & test documentation.
3. ERECTION OF EOT CRANE:
PRE - ERECTION ACTIVITIES:
• Collect the executive scheme of foundation plan from civil department.
• Top level to be chipped / roughed & cleaned
• Level plate fixing as per top of grouting
Availability of anchor bolt as per site
• site / spec / vendor
Availability of required capacity
• capacity of crane.
• Requirement of supporting crane.
•
Area of erection checked &. Visibility
Visibility of space established.
Availability of wooden sleepers for crane support
•
• Check tools & tackles of crane also verify the relevant TC to prove its Efficiency. (Lifting beams,
slings, d - shackles, wire rope, etc.)
• Safety of erection area
• Equipment, MTC, TC, inspected documents to be checked.
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• Equipments, machinery to check for free rotation of shafts.
• Center line to be marked on foundation beds, with some reference points.
DURING INSPECTION:
• Whether the crane has reached the demarcated area and the area has been barricaded.
After laying the rafts & positioning
• positioning the crane visually to check for pr
proper
oper leveling of crane.
• The foundation bed after laying the position of m/c, level to be checked by theodolite.
• Proper packing & shims to be inserted to attain the proper level.
• Check proper alignment to be done after erection with its documentation
• Once the m /c, equipment is erected then locks nuts to be tightened &then the crane siling to be
loosened.
• Once the m /c, equipment is erected and the foundation bolt tightened, immediately the grouting has
to be done.
POST ERECTION ACTIVITIES:
• First of all to see that the grouting cement has cured properly,
• Auxiliary connection to be mounted on equipment / instruments,
instruments, as per drawing
• Then final bolting & tightening is done, chemical cleaning is done for equipment & connected pipeline
is boxed up & tightened. Then all carried out for (motor, compressors, etc.) and the shaft freeness is
checked, just by rotating the shaft.
• Then alignment is subjected to check by EIL / GAIL, and inspection report is generated & preserved.
• All the aligned shaft & motors has to be in the same
same plane & alignment.
INSPECTION & TEST DOCUMENTS:
• Periodical inspection shall be carried out and consultants to be consulted.
• Final alignment report to be prepared.
• All fit up; weld visual, erection, etc record
record to be submitted.
• Handing over report to be submitted.
su bmitted.
Page 3 of 3
ROTARY EQUIPMENT ERECTION PROCEDURE
(PROCEDURE NO: 6724-700-50-45A-JP-001 )
PROJECT : PROCUREMENT AND INSTALLATION OF ADDITIONAL BOIL OFF GAS (BOG) BOOSTER
COMPRESSOR, RATNAGIRI
CLIENT : M/s RATNAGIRI GAS AND POWER PRIVATE LIMITED
. (Promoters: M/S NTPC Limited & GAIL (INDIA) Limited)
CONSULTANT : M/s ENGINEERS INDIA LIMITED
CONTRACTOR : M/s SAVAIR ENERGY LIMITED
LIMITED
PREPARED BY CHECKED BY REVIEWED BY APPROVED BY
ORGANIZATION SEL SEL SEL EIL
SIGNATURE
NAME Ganesh K. Rakesh P. Milind D.
DATE
Page 1 of 3
(PROCEDURE NUMBER : 6724-700-50-45A-JP-001 )
ROTARY EQUIPMENT ERECTION PROCEDURE
1.0 SCOPE :
This procedure covers the work method for rotary equipments erection and testing in idle and loaded
condition.
3.0 METHODS :
• Pre erection activities.
• Lifting tackles.
• During erection.
• Post erection activities.
• Inspection & test documentation.
4.0 EQUIPMENTS:
ERECTION OF ROTATING INSTRUMENTS / EQUIPMENTS:
(A) PRE – ERECTION ACTIVITIES :
• Collect the executive scheme of foundation
foun dation plan from civil department.
• Top level to be chipped / roughed & cleaned.
• Level plate fixing as per top of grouting.
• Availability of anchor bolt as per site / spec / vendor.
• Availability of required capacity of crane.
• Requirement of supporting crane.
• Area of erection checked & visibility of space established.
• Availability of wooden sleepers for crane
crane support.
• Check tools & tackles of crane also verify
verify the relevant TC to prove its efficiency.
efficiency. (Lifting beams,
shillings, d – shackles, wire rope, etc.)
• Safety of erection area.
• Equipment, vessels, instruments, MTC, TC, inspected documents to be checked.
Page 2 of 3
• Equipments, machinery to check for free rotation of shafts.
• Center line to be marked on foundation beds, with some reference points.
(B) DURING INSPECTION :
• Whether the crane has reached the demarcated area and the area has been barricaded.
• After laying the rafts & positioning the crane visually to check for proper leveling of crane.
• The foundation bed after laying the frame, the position of m/c, instruments, vessels level to be checked
by theodolite.
• Proper packing & shims to be inserted to attain the proper level.
• Once the vessels, m /c, equipment is erected then locks nuts to be tightened & then the crane sling to
be loosened.
• Once the vessel, m /c, equipment is erected and the foundation bolt tightened, immediately the grouting
has to be done.
(C) POST ERECTION ACTIVITIES :
• First of all to see that the grouting cement has cured properly ,auxiliary connection to be mounted on
equipment / instruments ,as per drawing
• Then final bolting & tightening is done, chemical cleaning is done for equipment & connected pipeline is
boxed up & tightened .Then all carried out for (motor, compressors, etc.) and the shaft freeness is
checked, just by rotating the shaft.
• Then alignment is subjected to check by EIL / GAILL, and inspection report is generated & preserved.
• All the aligned shaft & motors has to be in the same plane
plane & alignment.
(F) INSPECTION & TEST DOCUMENTS:
• Periodical inspection shall be carried out and consultants to be consulted.
• Final alignment report to be prepared.
• All fit up, weld
weld visual, erection, etc record to be submitted.
• Handing over report to be submitted.
Page 3 of 3
STATIC EQUIPMENT ERECTION PROCEDURE
(PROCEDURE NO: 6724-700-50-46-JP-001 )
PROJECT : PROCUREMENT AND INSTALLATION OF ADDITIONAL BOIL OFF GAS (BOG) BOOSTER
COMPRESSOR, RATNAGIRI
CLIENT : M/s RATNAGIRI GAS AND POWER PRIVATE LIMITED
. (Promoters: M/S NTPC Limited & GAIL (INDIA) Limited)
CONSULTANT : M/s ENGINEERS INDIA LIMITED
CONTRACTOR : M/s SAVAIR ENERGY LIMITED
LIMITED
PREPARED BY CHECKED BY REVIEWED BY APPROVED BY
ORGANIZATION SEL SEL SEL EIL
SIGNATURE
NAME Ganesh K. Rakesh P. Milind D.
DATE
Page 1 of 3
(PROCEDURE NUMBER : 6724-700-50-46-JP-001 )
STATIC EQUIPMENT ERECTION PROCEDURE
1. SCOPE:
This procedure covers method for the erection Equipment like static equipment (Vessel, EOT) at RGPPL,
Ratnagiri plant.
plant.
2. PURPOSE:
The purpose of this job procedure is to provide guide lines and methodology to carry out erection of all the static
equipments.
equipments.
3. REFERENCE:
AFC / Equipments drg. / Foundation detail.
EIL Spec:
Spec:
4. METHOD:
• The foundation lay out shall be checked with respect to AFC drawings. Besides no. of pockets size, verticality
of pockets, diameter and length of foundation bolts, positioning and placement of foundation bolts,
correctness of center distance of foundation bolts and projection of foundation bolts shall be verified.
• Before erection the foundation bolt shall be prepared properly by roughening the foundation top and pocket
intervals by chipping. Also the pockets shall be cleaned properly.
• Level plates to be fixed on foundation considering the depth of grouting & shall be fixed with cement
mortar.
• Equipments shall be carefully erected on foundation with the help of suitable lifting equipments. Equipments
shall be lifted by slings / ‘D’ shackles etc. only at lifting points of equipment provided for this purpose in the
equipment.
• After alignment checking and acceptance of equipment
equipment alignment only, pocket grouting and ffinal
inal grouting
shall be done. Required curing for grouting shall be carried out.
• All equipments shall be grouted with approved
approved non shrink grouting material.
• The thickness of grout shall be as per AFC drawing or vendor specification or instructions.
Page 2 of 3
• At the end of this grouting period anchor bolts to
to be tightened uniformly. Alignment of equipment shall be
rechecked and if found correct, the voids left by the removal of plates (if removed) must be filled up with a
similar mixture of grout. In case after checking, serious misalignment is indicated, the grout shall be
removed completely and fresh grouting is done after making appropriate correction of alignment.
5.0 DOCUMENTATION:
Inspection reports.
NOTE: - In case of any conflict between the requirement of this procedure & EIL specification the later shall
govern.
Page 3 of 3
