JAI BHAVANI JAY MAHABLESHWAR Specialist For All Types Of...
Transcript of JAI BHAVANI JAY MAHABLESHWAR Specialist For All Types Of...
MAHABLESHWAR ENGINEERING WORKS-JAMNAGAR-GUJARAT [email protected], [email protected] 1
JAI BHAVANI JAY MAHABLESHWAR
Specialist For All Types Of Fabrication, Erection and commissioning of Structural works, Piping Jobs, Maintenance Jobs,
Sand Blasting & Painting Jobs, Manufacturing & Supply Of Pressure vessel, Tanks, Chimney, Gates etc.
Registered Office : At Jogvad Patia, Post – Padana, Near Hanuman Temple,
Jamnagar Khambhaliya Highway, TA – Lalpur,
Jamnagar – 361 280
Phone: 0288-2846235
Mobile No: +91 93281 95552
Work Shop : Mahableshwar Engineering Works,
At Jogvad patia, Post – Padana, Near Hanuman Temple,
Jamnagar Khambhaliya Highway, TA – Lalpur,
Jamnagar – 361 280
Phone: 0288-2846235
Mobile No: +91 93281 95552 / 9277206141
Work Shop : Mahableshwar Engineering Works
At D2-E61/62 , Behind Apollo Tyres, Engineering -2
Near Galenda Village,
G.I.D.C Dahej – 392140
Mobile No: +91 93281 95552 / 9277206141
MAHABLESHWAR ENGINEERING WORKS-JAMNAGAR-GUJARAT [email protected], [email protected] 2
Email : [email protected], [email protected]
Banker : BANK OF BARODA - JAMNAGAR
S. Tax No. : ACFPM2299CST002
VAT REG. NO. : CST NO. : 24601200420 Date: 20/03/2010
GST NO. : 24101200420 Date: 21/02/2007
PF REG. NO. : GJ/RJT/42372/IW/457
OUR MOTTO : SAFETY, TIME AND QUALITY
MAHABLESHWAR ENGINEERING WORKS-JAMNAGAR-GUJARAT [email protected], [email protected] 3
*OFFICE PREMISES*
1000 sq feet office to maintain the record of employee, accounting.etc
Excellent Air-Conditioned Workspace with Ergonomically designed furniture.
High Speed Internet facility.
High Speed Printer & Scanner & Fax.
Modem, Routers and all necessary facilities.
*COMPANY INTRODUCTION*
The company has started its business since 1990 from INDIAN RAYON VERAVAL, under a flagship
company of ‘Aditya Birla Group’ where we have done maintenance jobs in the departments like (Electrical,
Chemical, Viscous, AT, Spinning, CS2 and powerhouse etc). To the satisfaction of ABG Engineers, Now the
same is being done by our sister concern company name as Bhavani Fabricators and Mahableshwar
Enterprise.
Being a part of infrastructure industries since 20 years in mechanical construction area in
corporation of Mahableshwar Engineering Works, the company has fetched the requirement of the client up
to the satisfaction in all respects.
In continuation by the grace of god, company has established a factory shed in two places in Jogvad
patia having an area of 9125 Sq feet for office and 33207 Sq feet for workshop. Where in details of
organization setup, manpower, quality policy, machineries, tools tackles, list of client Painting, Welding
Procedure etc. are given as per the annexure attached. We have a Painting Booth, Sand Blasting Booth also.
Our company is growing in stage and commits to fulfill the requirements of our clients in a better
way.
MAHABLESHWAR ENGINEERING WORKS-JAMNAGAR-GUJARAT [email protected], [email protected] 4
*MISSION* To develop, implement innovative construction & on site implementation methods to meet the best
industrial standards.
To continuously improve on cycle time reduction and modernization of construction methods
applicable for the power process and infrastructure industries.
The company is in process of achieving to the ISO standard with certification.
*PHILOSOPHY*
The Company engaged in the work of fabrication & erection of variety of steel structures and
committed to maintain with continual improvement of the quality product and attaining market
leadership through enhancing customer satisfaction.
Strive hard to improve the quality of operation and activities so as to meet customer satisfaction and
focus on continual improvement to meet the expectations of our all clients
Create confidence among the management and employees to achieve the goal of company.
To develop human resources and improve employee attitudes and confidence level.
MAHABLESHWAR ENGINEERING WORKS-JAMNAGAR-GUJARAT [email protected], [email protected] 5
*OUR WORK FORCE*
Capacity of 115+ Technical and non Technical staff.
Highly skilled and experienced personnel.
We have sufficient number of Engineers, Staff & Supervisor, Fabricator, Fitter, Foreman, Welder,
Gas Cutter, Rigger, Painter, and Helper.
Highly Committed Team work.
Sr. No. Category Total No. 1 Engineer 04
2 Accountant 02
3 Supervisor 08
4 Foreman 08
5 Store Keeper 03
6 Pipe Fitter 12
7 Structure Fitter 12
8 Arc Welder 12
9 TIG Welder 10
10 MIG Welder 10
11 Rigger 20
12 Grinder 10
13 Gas Cutter 12
14 Painter 15
15 Sand Blaster 06
16 Electrician 02
17 Helper 80
Note: Depending on requirement for the job - additional staff should be deployed on immediate base.
MAHABLESHWAR ENGINEERING WORKS-JAMNAGAR-GUJARAT [email protected], [email protected] 6
*QUALITY POLICY*
Following are quality objectives of Mahableshwar Engineering Works, established at relevant functions
levels. These specific and measurable quality objectives are consistent with the quality policy. These
objectives / targets are specific, measurable, ambitious, and relevant and time phased.
100% Adherence to the QAP (Quality Assurance Plan) and Inspection requirements as stipulated in the
contract, taking into consideration of the customer's needs and expectations so that it shall lead to customer
satisfaction.
Generation of scrap shall be maintained at less than 10 % and the same shall be reduced periodically.
Reduction in number of customer complaints and repeat complaints.
Enhancement of customer satisfaction level between the subsequent cycles of customer feedback.
To minimize the rework so as to achieve better quality production.
Mahableshwar Engineering works is engaged in execution of Mechanical jobs. We are committed towards
our clients through
ENSURING QUALITY JOBS.
TIMELY COMPLETION OF JOBS.
IMPROVING COMPETENCY OF TEAM MEMBERS.
GOOD HOUSE KEEPING AT WORK PLACE.
CONTINUALLY IMROVING IT’S PROCESS.
MAHABLESHWAR ENGINEERING WORKS-JAMNAGAR-GUJARAT [email protected], [email protected] 7
*Health, Safety & Environment (HSE) Policy *
MAHABLESHWAR ENGINEERING WORKS recognizes & accepts the moral responsibilities of promoting
and protecting the Health, Safety and Well Being of everyone involved in our activities and is committed to
conducting our activities in such a way as to safeguard the natural environment and Endeavour to minimize the
impact of our activities on the environment.
MAHABLESHWAR ENGINEERING WORKS will, in all of our operations, promote the highest standards in
Health, Safety and Environmental preservation and protection by establishing, implementing and maintaining a
comprehensive Management system that will include but will not be restricted too.
● Setting of clear objectives and responsibilities for Health, Safety & Environment performance across all levels of
the Company
● Monitor our performance with reviews and audits to ensure that our controls are effective
And objectives are being achieved
● Fostering positive health & safety culture throughout the organization
● Ensuring that appropriate training, supervision, information and resources are provided to
all employees to enable our objectives to be achieved
● Establishing methods for identifying and assessing hazards and reducing ZERO level risks.
● Communicating with all employees and other interested parties on matters that may effect their Health, Safety or Environment
● Energy conservation through natural resources and minimization of waste and emissions of pollution
● Compliance with all applicable legal requirements
MAHABLESHWAR ENGINEERING WORKS further more is committed to a program of continual
improvement in our performance towards the Health, Safety & Environmental objectives and therefore this Policy
will be reviewed periodically to ensure that it remains relevant and appropriate to the nature and scale of Health,
Safety and Environment risks and impacts resulting from our various operations.
All employees are expected to ensure that by their actions or omissions they do not contravene the letter or spirit of
this policy.
MAHABLESHWAR ENGINEERING WORKS-JAMNAGAR-GUJARAT [email protected], [email protected] 8
*Machineries, Tools & Tackles*
It is well equipped with all necessary machineries, tools and tackles Required for handling Fabrication
properly a list of major Machineries owned by the company is given below
Sr. No. Description Qty. 1 Lathe Machine 01
2 Welding Machine 50
3 Drill Machine 04
4 Gas Cutting Set 15
5 Chain Pulley Blocks 1T 06
6 Chain Pulley Blocks 2T 03
7 Chain Pulley Blocks 3T 03
8 Chain Pulley Blocks 5T 02
9 Chain Pulley Blocks 10T 02
10 Wire Rope Pulley 1T, 2T, 3T 10
11 Sealing & De-cycle Sufficient
12 Grinding Machine AG 7 15
13 Grinding Machine AG 5 12
14 GQ4 Grinding Machine 08
15 Tool Kits Sufficient
16 Miscellaneous Measuring Sufficient
17 Sprit Level & Theodolite Sufficient
18 Pressure Pump with hydro test kits Sufficient
19 Profile bending machine Sufficient
20 Manually press machine 01
21 Mandrill Pipe bending machine 01
22 Redial drill machine 1 No. (up to 40mm Dia Drilling) 01
23 Pug Cutting machine 08
24 40 kva D G Set 01
25 Sand Blasting Unit 01
26 Screw Compressor Unit 01
27 Plate Bending Machine (30mm X 2.5mtr) 01
Note: - If additional equipment required, we will arrange immediate as per site requisition.
MAHABLESHWAR ENGINEERING WORKS-JAMNAGAR-GUJARAT [email protected], [email protected] 9
*LIST OF P & M TOOLS*
Sr. No. Description Quantity.
1 Scaffolding Pipe (6 mtrs) 5000
2 Scaffolding Pipe (3 mtrs) 7000
3 Scaffolding Grating (3 mtrs) Sufficient
4 Scaffolding Clamp Sufficient
5 Ladder (6 mtrs) 18
6 Hydraulic Jack (20 T) 04
7 Mechanical Jack (50 T) 20
8 Tata 407 01
9 Bolero Campare 01
10 Tractor 01
11 Hydra (11T & 14T) 01
12 Voltas Crane 20MT 01
13 Jig and Fixture Sufficient
14 Hand Trolley 06
MAHABLESHWAR ENGINEERING WORKS-JAMNAGAR-GUJARAT [email protected], [email protected] 10
*OUR CLIENTS*
Mahableshwar Engineering Works is a proprietary firm which is involved in heavy fabrication works has a
sound background in the same. We expertise in heavy fabrication jobs such as Fabrication of Petrol Pump
Canopy and Underground Tanks, Structural Fabrication, Piping works. During this long journey we have
had worked with many private as well as government sectors and has proved our self efficient in executing
different projects satisfactorily and timely.
1. Indian Rayon, Veraval, Junagadh, Gujarat.
2. Hindustan Lever Ltd. Chorvad, Junagadh
3. Reliance Industries Ltd, Moti Khavdi, Lalpur, Jamnagar, Gujarat.
4. Essar Projects (India) Ltd, Vadinar, Jamnagar, Gujarat.
5. Kandla Earth Movers, Gandhidham, Kutchh, Gujarat.
6. Leighton Contractors (India) Pvt. Ltd., Mumbai & Australia.
7. Shanti Construction Company, Jamnagar.
8. Thermax Engg. Construction Company, Pimpri, Pune.
9. Hari Om Builders, Gandhidham, Kutchh, Gujarat.
10. Kalpesh Electricals, Rajkot, Gujarat.
11. Ascent Electrification Engineering, Jamnagar, Gujarat.
12. Vadinar Oil Terminal Limited, Jamnagar, Gujarat.
13. Essar Power Gujarat Ltd. Jamnagar, Gujarat.
14. Shree Bileshwar Sugar Factory Ltd. Kodinar, Junagadh, Gujarat
15. Gujarat Heavy Chemical Ltd. Sutrapada, Junagadh, Gujarat
16. Cairn Energy India Pty Limited, Rajasthan
MAHABLESHWAR ENGINEERING WORKS-JAMNAGAR-GUJARAT [email protected], [email protected] 11
*COMPANY ACTIVITIES*
1. Fabrication of structure ( MS, CS, SS, GI )
2. Pipe Line Fabrication ( MS, CS, SS, GI )
3. Structure Erection
4. Pipe Line Erection
5. Equipment Erection
6. Hydro testing of Pipes
7. HDPE Pipe Line – Fusion welding
8. PPRC Industrial Piping
9. Fencing Works (Concertina Coil, Barbed Wire, Chain link Fencing)
10. Roofing Work (Dome, Precoted Sheet, FRP Sheeting, Cantilever, Gutter)
11. All type of Mechanical jobs
12. Good Experienced in sheet metal works
13. Routine Jobs as per clients requirement
14. Tank Fabrication
15. Painting works
16. Sand Blasting
17. Bending of Pipe, Plate Rolling etc.
18. Machining of Elements
19. Profile Cutting
20. Man power supply
21. Maintenance of static jobs
22. Industries Projects Job
23. Marine Projects Job
24. Rolling Shutter
25. Reling
26. Gate Work
27. Shed work
MAHABLESHWAR ENGINEERING WORKS-JAMNAGAR-GUJARAT [email protected], [email protected] 12
*COMPANY TURNOVER*
6.8
5.4
4.7
3.8
2.75
0
1
2
3
4
5
6
7
8
2010-2011 2011-2012 2012-2013 2013-2014 2014-2015
TURN OVER-LAST 5 YEARS IN CR.
TURN OVER-LAST 5 YEARS IN CR.
MAHABLESHWAR ENGINEERING WORKS-JAMNAGAR-GUJARAT [email protected], [email protected] 13
* PAINTING PROCEDURE*
We are doing standard Painting and Welding Procedure at our workshop also mention as
below -
SCOPE OF WORK :
The scope of work covers minimum requirements, including the furnishing of all materials, labour,
equipment and tools, for surface preparation, application and inspection of coating systems for Tanks.
CODES AND SPECIFICATIONS :
Swedish Standard SIS 05-5900:1967 : Sa 2½
GENERAL
Scaffolding or staging shall be used, wherever required, to provide easy access for surface preparation
and paint application. Scaffolding shall be such that operator’s arms and body will be free to perform the necessary work and shall be provided with safety features that will prevent accidents.
Unless otherwise approved by purchaser, all fabrication, assembly, and non-destructive testing of a
particular component shall be complete before surface preparation begins.
MAHABLESHWAR ENGINEERING WORKS-JAMNAGAR-GUJARAT [email protected], [email protected] 14
All grease and oil contamination shall be removed from the surface prior to Grit blasting.
All surfaces shall be blasted to a “near white metal” blast cleaned surface finish as per SSPC-SP10/SA2½
with anchor profile between 50-75 Microns. The abrasive may be copper slag or grit, sized to produce the
required anchor profile and graded to be free from clay, silt or other foreign material.
Blast cleaning operations shall not be conducted on surfaces that will be wet after blasting and before
coating, when the surfaces are less than 5 Deg.C above due point or when the relative humidity of the air is
greater than 65%.
It is desired that blast cleaning be done during day light hours, After 7.00 PM No Blasting activities are
permitted
The paint manufactures product data sheets and specifications for mixing, application and curing shall
be considered an integral part of coating.
Surface preparation shall be checked to confirm SA 2.5, by comparing with Comparator.
Paint System shall be approved by client and all required document shall be submitted for approval before
Painting.
All coating materials shall be in unopened, clearly identifiable containers. Mixing of different
manufactures paints on the same surface shall not be permitted. No paint shall be used whose shelf life has
expired.
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All components shall be thoroughly stirred before, during and after mixing. The mixed paints shall be
continuously stirred by mechanical spray pot agitators or other approved means. All mixing shall be done in
clean containers, free from traces of grease or other contaminates.
Painting not applicable in the fog, moist or rain, when the steel is wet, when the surfaces are less than
3°C above due point or when the relative humidity of the air is greater than 65%, when the temperature is
below 50 Deg.F or above 100 Deg.F.
Blast cleaned surfaces shall be coated with primer during the same day within 4 hrs as blasting and also
before any rusting occurs.
SURFACE PREPARATION
SSPC-SP 10-63T / SA 2½ near White Blast Cleaning to provide 40-50 microns anchor profile.
TEMPERATURE:
Blast cleaning operations shall not be conducted on surfaces that will be wet after blasting and before
coating, when the surfaces are less than 3°C above due point.
HUMIDITY:
Blast cleaning operations shall not be conducted on surfaces that when the relative humidity of the air is
greater than 65%
MAHABLESHWAR ENGINEERING WORKS-JAMNAGAR-GUJARAT [email protected], [email protected] 16
PAINTING SYSTEM: – EXTERNAL SURFACE
PAINTING SYSTEM
DESCRIPTION
MANUFACTU
RER
BRAND
NAME COAT
COL
OUR
FIRST
COAT
TOTAL
DFT
Epoxy Zinc Rich
Primer
Berger Epilux 4 Primer Grey
25-40
245-275 µ
High Build
Finish
Berger Epilux 89 HB
Finish 2
Coat
required
Golde
n
Yello
w
220-235 µ
REPORTS:
DFT Checking shall be carried out with DFT gauge and result shall not be less than 245-275 µ. DFT
instrument shall be calibrated and Certificate shall be shown during DFT Check. Tank wise Records shall
be maintained
MAHABLESHWAR ENGINEERING WORKS-JAMNAGAR-GUJARAT [email protected], [email protected] 17
*WELDING PROCEDURE QUALIFICATION RECORD*
We are doing Standard Welding procedure at our workshop - Mention as below:-
CLIENT : M/S LEIGHTON CONTRACTORS (INDIA) PVT.LTD.
PROJECT : MDPP-EPC FOR MARINE FACILITIES, AT BHOGAT.
JOB SPECIFICATION : BUOYANCY TANKS
Welding Procedure Spec No : MEW/LCI-01/WPS/01 Rev.0 Date: 28/05/2010
Supporting PQR No. : MEW/LCI-01/PQR/01 Rev.0 Date: 04/06/2010
Welding Process : SMAW
Type : Manual
1. JOINT
Joint Design : Single Bevel
Baking Yes/No : No__________
Baking Material : NA__________
Other : Bake Gouging &
Bake Welding
Required._____
2. BASE MATERIAL
P.NO – GR.NO :P.NO-1 GR. 1&2 TO
P.NO- 1GR 1&2____ OR
MAHABLESHWAR ENGINEERING WORKS-JAMNAGAR-GUJARAT [email protected], [email protected] 18
Specification
Type and Grade : IS-2062 GRADE- E250 (FE410W) A: 2006
OR
Chemical Analysis
And Mech. Prop. To : IS-2062 GRADE-E250 (FE410W) A: 2006
Test Coupon Thickness : 16mm
Base METAL Groove : 3.2mm to 32.0mm
Fillet : All____________
Other : Nil
3. FILLER METAL
Spec. No. SFA : 5.1__
AWS No. (Class) : E7018
F-No. : 4____
A. No. : 1____
Size of Filler
Metal : 2.5mm dia, 3.15mm dia, 4.00mm dia
Fillet : All_______
Electrode trade Name : ESAB_____
Electrode Baking : 250-300 ˚C_
Other : NA
MAHABLESHWAR ENGINEERING WORKS-JAMNAGAR-GUJARAT [email protected], [email protected] 19
4. POSITION
Position of groove : 2G
Welding Progression : Horizontal
Position of Fillet : All
8. Post Weld Heat Treatment
Temperature Range : NA
Time Range : NA
GAS (QW-408 )
%COMPOSOTION
Gas(es) Mixture Flow rate
Shielding NA NA NA
Trailing NA NA NA
Backing NA NA NA
5. PREHEAT (QW-406)
Preheat of Temp. Min. : 20˚C (To Remove moisture)
Interpass Temp. Max. : 250˚C
Temp Control Method : pyrometer/
Contact Tip Thermometer
Method of heating : LPG
6. ELECTRICAL CHARATERISTIC
Current Ac or DC : DC
Amp (Range) : 100 TO 180
Electrode Wire Feed Speed Range : NA
7. TECHNIQUE (QW-410)
String or Weave Bend : Both
Orifice or Gas Cup Size : NA
Initial and Interpass Cleaning : Wire Brushing and Grinding
Method of Back Gouging : Grinding
Oscillation : NA
MAHABLESHWAR ENGINEERING WORKS-JAMNAGAR-GUJARAT [email protected], [email protected] 20
Contact Tube to Work Distance : NA
Multiple or Single Electrode : Single Electrode
Travel Speed (Range) : 90-130 mm / min
Peening : NA
Weld Process Filler Metal Current Volt Travel
Speed
mm/min
Heat
Input
KJ/mm
Layers Class Dia. Type
Polar
Amp. Range Range
Root SMAW E-7018 2.50 DCEP 90-100 20-24 90-110 1.2-1.4
HOT PASS SMAW E-7018 3.15 DCEP 110-120 22-26 100-110 1.4-1.7
FILL 1 SMAW E-7018 4.00 DCEP 140-180 24-28 120-130 1.6-2.3
FILL 2 SMAW E-7018 4.00 DCEP 140-180 24-28 120-130 1.6-2.3
FILL 3 SMAW E-7018 3.15 DCEP 140-180 23-25 120-130 1.6-2.0
CAP SMAW E-7018 3.15 DCEP 100-140 21-25 100-110 1.2-1.9
SMAW E-7018 2.50 DCEP 100-140 21-25 100-110 1.2-1.9
BAKE SIDE SMAW E-7018 3.15 DCEP 100-120 22-26 100-110 1.4-1.7
MAHABLESHWAR ENGINEERING WORKS-JAMNAGAR-GUJARAT [email protected], [email protected] 21
Note:-
Material shall be free from moisture, dust and other foreign material
If moisture on test coupon than material shall be heated up to 50˚C to remove all moisture content. After bake gouging or grinding DP/MPI shall be carried out to ensure no discontinuities in the groove
AWS D1.1 STRUCTURAL WELDING
TEST RESULT
*_____TENSILE TEST_____*
Specimen
No.
Width Thickne
ss
Area Ultimate
Tensile Load
Ib
Ultimate
Unite Stress,
MPa
Ultimate
Test Stress,
Mpa
Character of
Failure and
Location
165-QP/2010
T1
19.50 15.21 296.60 1,44,000 485.5 On Parent Metal
166-QP/2010
T2
19.70 15.37 302.79 1,45,000 470 On Parent Metal
*_____GUIDED BEND TEST_____*
Specimen No. Type of bend Result Remarks
167-QP/2010 Side Bend Pass BEND TEST Satisfactory
168-QP/2010 Side Bend Pass BEND TEST Satisfactory
169-QP/2010 Side Bend Pass BEND TEST Satisfactory
170-QP/2010 Side Bend Pass BEND TEST Satisfactory
MAHABLESHWAR ENGINEERING WORKS-JAMNAGAR-GUJARAT [email protected], [email protected] 22
VISUAL INSPECTION Radiography – Ultrasonic Examination
Appearance : Acceptable RT Report No. : 04753 Result : PASS
Undercut : Acceptable
Piping Porosity : None
UT Report No. : NA
Result : NA
Convexity : None
Test Date : 04/06/2010 FILLET WELD TEST RESULT : NA
Witnessed By :
(Leighton Contractors (India) Pvt .Ltd.) All- Weld- Metal Tension Test
: Tensile strength, Mpa : NA
( ABS Industrial Verification ) Yield point/strength, Mpa : NA
Elongation in2 in.,% : NA
Other Tests : 1) Side Bend Test Laboratory Test No. : NA
: 2) Tensile Test
MAHABLESHWAR ENGINEERING WORKS-JAMNAGAR-GUJARAT [email protected], [email protected] 23
Layers Start
Time
Finish
Time
Layers Start
Time
Finish
Time
ROOT 10:25 10:37 FILL 3 11:55 12:00
HOT 10:45 10:55 CAP 12:03 12:08
FILL 1 11:27 11:36 FINAL 12:10 12:14
FILL 2 11:38 11:45 BACK 12:50 13:00
Clock No. Stamp No : ‘AB’
WPQT Conducted By : Mahableshwar Engineering Works
Laboratory : METHEAT ENGINEERS. LTD
TEST REPORT NO. : PCT :165-QP/2010 dated 14/06/2010
We, the undersigned, certify that the statement in this record are correct and that the test welds were prepared,
welded and tested in conformance with the requirements of section 4 of AWS D 1.1 M, ( 2005 ) Structural welding
code – Steel.
MAHABLESHWAR ENGINEERING WORKS-JAMNAGAR-GUJARAT [email protected], [email protected] 24
* RADIOGRAPHIC TEST PROCEDURE*
1. SCOPE
This procedure deals with the technical conditions and the requirements for the performance of radiographic
examination of welds using gamma-rays to be used in completing the radiography requirements for
BUOYANCY TANKS
2. OBJECT
This procedure provides instructions and the general principles to examine welds with gamma-rays
Maximum thickness range : 1 to 25mm
3. SCOPE
All butt welds of the Vessels shall be radio graphed at 20%of Long Seams, 20% of circumference and
100% T joints
4. BASE DOCUMENTS
Examination performance :
Code AWS D 1.1, ASME Section V – Art. 2- (Radiographic examination)
Acceptance standards:
ASME VIII – UW 51 , AWS D 1.1
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5. SAFETY PRECAUTIONS
1. Radiography shall be generally performed in an enclosed area.
2. Certified Radiographers shall operate gamma-ray machine.
3. While operating machine, warning board shall be provided in the surrounding areas.
4. During radiography only part of the radiation is absorbed by the object and cassette dangerous radiation will
be present behind and around the object in all direction.
5. It is essential therefore to take such precautions that persons are prevented from entering the Hazardous
zone.
It is recommended to follow one of the instructions given below:
1. Direct the radiation beam towards solid floor or wall, using collimators.
2. Provide lead screen, which will absorb all radiation around the objects.
3. Restrict admittance to the enclosure.
6. PERSONNEL
Personnel Qualification
All personnel performing radiographic examination shall be qualified minimum:
ASNT SNT-TC-1A practice to level 1 or 2
The level 1 personnel shall be supervised by a Level 2 operator
“Level II” minimum is required for interpretation of films
BARC Level –I Personnel shall operate the Gamma ray source.
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7. SURFACE CONDITIONS – EXAMINATION STAFE – PREPARING CONDITIONS
Any irregularities inside (where accessible) and outside shall be removed by grinding, mechanical
machining, sandblasting… if the resulting radiographic image can make any discontinuity. All radiographs shall be free from mechanical, chemical or other blemishes to the extent that they can not
mask or be confused with the image of any discontinuity in the area of interest of the object being radio
graphed. Such blemishes include, but are not limited to :
* fogging
* processing defects such as streaks, water marks, or chemical stains
* false indications due to defect screens
See ASME VIII, Section V, Art.2 § T222 (Surface preparation)
All welds to be examined in accordance to this procedure have to be defined exactly before proceeding
with the examination
All parameters necessary to affect the radiographic controls (material, thickness, type of welding, welding
procedure is to be transmitted to the responsible operator before starting the examinations.
8. LOCATION OF THE WELD IN THE RADIOGRAPHIC FILM
Location markers which are to appear as radiographic images on the film, shall be placed on the part-not on
the exposure holder/cassette and their locations shall be marked on the surface of the part being radio
graphed or on a map in a manner permitting the area of interest on a radiograph to be accurately located on
the part, and providing evidence on the radiograph that the required coverage of the region being
examined has been obtained . Location markers shall be placed at the film side.
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9. IDENTIFICATION OF THE RADIOGRAPHIC FILM
The film position shall be marked on the piece in order to make precise repositioning of the film possible.
The permanent identification of the radiograph shall be in such a manner that it is fully traceable to the weld
and does not cover parts of the radio graphed area.
10. PERFORMANCE OF EXAMINATION
10.1 Selection of film:
Class 1 (D4) (D5) film shall be used for gamma ray. Kodak / AGFA D4 for Gamma.
10.2 Screens:
Lead intensifying screens from 0.02 up to 0.20mm shall be used. These screens are
delivery with the film and changed for each film (PbVacu-Pac)
10.3 Filters:
Filters may be used between the radiation source and the film. The filters are determined
empirically for improvement of the image quality and the interpretation
Lead foil filters: 0.5 up to 2mm for front filters and 2 up to 5mm for back filters.
As a check on back scattered radiation, a lead symbol “B” can be attached to the back of each film
holder. A dark image of “B” on a lighter background is not a cause for rejection.
MAHABLESHWAR ENGINEERING WORKS-JAMNAGAR-GUJARAT [email protected], [email protected] 28
10.4 Direction of the gamma-rays :
See position of the gamma-rays source in accordance with the different techniques of the code
ASME VIII, Section V, art, 2.
10.5 Source to the film distance:
The source to film distance depends on the part thickness, the characteristics of the radiation
source and the geometric un sharpness.
Source to film distance : see Code ASME VIII, section V, art, 2. Appendix A
The distance between the film and the surface of the object to examine shall be as small as
possible.
Geometric un sharpness shall be determined, when it is possible in accordance with the following.
Final acceptance of the radiographs shall be based on the ability to see the penetrameter image
and the specified wire or hole. However, the geometrical unsharpness shall not exceed 1/2mm.
Measure of geometric unsharpness: See Code ASME VIII, section V, art.2 § I-274.2
10.6 Image quality indicators (I.Q.I) – Penetrameter:
Radiography shall be performed with a technique of sufficient sensitivity to display the
penetrameter image and the specific wire, which are essential indications for the image quality of
the radiograph: See Code ASME VIII, Section V, art, 2. § T276
Used penetrameters are specified in the Code ASME VIII, Section V, art,2, § T277 and
Appendix B,C,D
The penetrameter shall be placed on the source side adjacent or across the weld of the Part
being examined. Where inaccessibility prevents hand placing penetrameters on the Source side,
It shall be placed on the film side in contact with the part being examined. A lead letter “F” at
least as high as the penetrameter identification number shall be Placed adjacent to or on the
penetrameter but shall not mask the essential wire.
MAHABLESHWAR ENGINEERING WORKS-JAMNAGAR-GUJARAT [email protected], [email protected] 29
10.7 Number of exposures:
The number of exposures for pipes: See Code ASME VIII, Section V, § T271 (Radiographic
technique)
10.8 Radiographic techniques:
See Code ASME VIII, Section, V, art, 2, § T271
10.9 Exposure Time:
The exact exposure time is to be calculated by means of the listed parameters:
activity of the radiation source
film type
thickness of the part(s)
film to source distance
10.10 Density: The transmitted film density through the radiographic image of the body of the appropriate hole
penetrameter of adjacent to the designated wire of wire penetrameter and the area of interest shall
be 1.8 minimum and 4.0 maximum (see Code ASME VIII, Section V, § T282.1- Density
limitations)
10.11 Film processing: Manual or automatic processing may be used
All radiographs shall be free from processing defects such as streaks, water marks, or
chemical stains or other blemishes to the extent that they cannot mask or be confused
with the image of any discontinuity in the area of interest of the object being
Radio graphed.
MAHABLESHWAR ENGINEERING WORKS-JAMNAGAR-GUJARAT [email protected], [email protected] 30
10.12 Evaluation of radiographs:
All radiographs shall be evaluated in a dark room by means of a negatoscope and calibrated
Densitometer.
Acceptance criteria: ASME VIII UW-51 / AWS D 1.1
10.13 Report:
A report shall be established for each radiograph and for each joint, for all inspections. All information,
necessary for the best possible interpretation of the results shall be indicated in the report.
The report contains the below listed indications:
Identification of the customer/constructor and the purchasing number
Identification of the weld(s), the steel grade, the welding process (GTAW-SMAW..)
Activity of the source and source type (gamma-rays)
Type of films, I.Q.I., source film distance and other technical indication of the standard
form sheet
Film number, weld number, defects result
Name and qualification of the operator
Date and place of examination
Signings and approvals
The test results shall be recorded by the operator charged with the examination on a standard
report sheet for these type of examination
Each enclosure shall be identified with the corresponding report number.
MAHABLESHWAR ENGINEERING WORKS-JAMNAGAR-GUJARAT [email protected], [email protected] 31
*MAGNATIC PARTICAL TEST PROCEDURE*
SCOPE
The MAGNETIC PARTICLE examination techniques shall be used in general is in conformance with SE-709,
standard guide for Magnetic Particle Examination. This procedure shall be used for performing in service Magnetic
particle Examination of welds using wet visible ferromagnetic particles, AC Yoke, continuous magnetizing
technique.
GENERAL
The Magnetic Particle examination method may be applied to detect cracks and other discontinuities on surface
or near the surfaces of ferromagnetic materials. The sensitivity is greatest for surface discontinuities and diminishes
rapidly with increasing depth of surface discontinuities below the surface. Typical types of discontinuities that can
be detected by this method are cracks, laps, seams, cold shuts, and laminations
.
In principle, this method involves magnetizing an area to be examined, and applying ferromagnetic particles
(the examinations medium) to the surface. The particles will form patterns on the surface where cracks and other
discontinuities cause distortions in the normal magnetic field. These patterns are usually characteristic of the type
of discontinuity that is detected.
Whichever technique is used to produce the magnetic flux in the part , maximum sensitivity will be to linear
discontinuities oriented perpendicular to the lines of flux. For optimum effectiveness in detecting all types of
discontinuities, each area is to be examined at least twice, with the lines of flux during one examination
approximately perpendicular to the lines of flux during the other.
MAHABLESHWAR ENGINEERING WORKS-JAMNAGAR-GUJARAT [email protected], [email protected] 32
REFERENCES:
ASME SEC V 2004 – Article 7
SAFETY:
When used wet solution with oil vehicle shall be used only with adequate ventilation at all time.
Flammable inspection materials shall not be used in an area where they may be exposed to open flame or sparks.
Care shall be taken to avoid short circuiting the electrical equipment.
Avoid contact of wet solutions with skin and eyes.
NDT PERSONNAL QUALIFICATIONS:
Magnetic Particle Examination shall be performed and interpreted by personnel qualified to NDT Level II (ASNT /
ISNT).
MPT TEST MEDIUM: Wet Method to be used
EXAMINATION MEDIUM : Magnaflux, Magnetic Particles
Visible powder shall be mixed in water or oil in sufficient quantity to produce concentration of 1.2 ml to 2.1 ml
in 100 ml conical flask. White contrast shall be used prior to testing.
MAHABLESHWAR ENGINEERING WORKS-JAMNAGAR-GUJARAT [email protected], [email protected] 33
SURFACE CONDITION:
Part surface temperature shall not exceed 135ºF (57ºC). All surfaces to be tested and any adjacent area within 3
inches (76 mm) of the tost area shall be cleaned free of any dirt , rust, scale, slag, sand , grease, oily film, paint and
coatings, or other interfering conditions. Pre-test cleaning methods using detergents, organic solvents, de-scaling
solution, paint removers, wire brushing, and sand grit blasting are acceptable.
LIGHTING:
The magnetic particle examination shall be done under bright light conditions using natural or artificial light.
The visible light intensity on the job surface shall be minimum 1000 Lux.
PROCEDURE FOR WET MAGNETIC PARTICLE EXAMINATION BY YOKE METHOD:
Magnetization Equipment and Technique:
Magnetization shall be performed using 220 Volt AC electromagnetic contour.
Magnetization Spacing:
The yoke leg spacing shall not be less than 3 inches or greater than 8 inches. Unless otherwise specified, the
current control on the Yoke shall be set at maximum, if such an adjustment exists.
Direction of Magnetization:
Two separate examinations shall be carried out on each area where possible. The sequential Yoke leg positions
shall be such that the Magnetic field during first examination is approximately perpendicular to the field during the
other. For inspection of round products, the Yoke shall be placed to produce field in the circular and longitudinal
directions of the job.
MAHABLESHWAR ENGINEERING WORKS-JAMNAGAR-GUJARAT [email protected], [email protected] 34
Magnetic field Adequacy:
An ASTM magnetic field indicator (SHIM) shall be used to confirm the existence of adequate magnetic flux.
This test shall be carried out prior to starting the inspection and occasionally during the inspection.
EXAMINATION:
COVERAGE:
The area to be examined shall be as specified by the client. The Yoke legs shall be placed on the examination
surface and the examination medium shall be adequately applied to the clean test surface.
As soon as the ink application is stopped, the magnetization shall be started (or the magnetization can also be
carried out while power is being applied). The magnetization shall be on for sufficient time to permit particles to
gather at any flux leakage field. If an indication is observed, the area shall be cleaned and retested. During the
retest, the yoke legs shall be placed perpendicular to the major dimension of the observed indication.
During inspection sufficient overlap shall be made (during leg positioning) to assure 100% coverage of the area
requiring examination.
ACCEPTABLE CRITERIA:
ASME VIII Appendix 6 / AWS D1.1
MAHABLESHWAR ENGINEERING WORKS-JAMNAGAR-GUJARAT [email protected], [email protected] 35
EVALUTIONS OF INDICATIONS: AWS D1.1
An indication could be evidence of a mechanical imperfection. However, an indication could also be
FALSE/NONRELEVANT shall be confirmed by retesting after through cleaning demagnetizing as required.
ACCEPTANCE CRITERIA:
a. Any Linear indications are unacceptable.
b. Any rounded indication shall be reported for decision by the surveyor/Client.
RECORDS:
The result of magnetic particle examinations shall be recorded on Magnetic Particle Inspection Report Sheet.
When required by the client, suitable sketches/drawings/photographs shall be attached to the report to show the
coverage of examination and size, nature, orientation, etc., of any indications.
All reports shall be reviewed by client. Whenever client required MPI shall be carried out in witness of Client.
MAHABLESHWAR ENGINEERING WORKS-JAMNAGAR-GUJARAT [email protected], [email protected] 36
*DYE PENETRANT PROCEDURE*
This procedure out lines liquid penetrant by solvent removable method using visible dye penetrate for
the purpose of detection of surface discontinuities which are open to the surface on weldments and non
porous materials of any shape and size.
REFERENCE DOCUMENT:
REF: SPECIFICATION
ASME Sec-V 2004 Edition
ASME Sec-VIII, Div-I 2004
SNT-TC IA 1996 Edition & Addenda’ 1998
QUALIFICATION OF PERSONNEL FOR EXAMINATIONS
Personnel employed for carrying out examination shall be qualified to NDE-Level-II, the personnel
employed for interpretation / evaluation shall be qualified to NDE Level-II.
MAHABLESHWAR ENGINEERING WORKS-JAMNAGAR-GUJARAT [email protected], [email protected] 37
CHEMICAL USED
Inter mixing of penetrant from different manufactures is prohibited. Prior to using any chemical on nickel
base alloys, manufacturer’s certificate for contaminant of sulphur content shall be obtained. The total content of Sulphur shall not exceed 1% of residue by weight.
An individual sample of the penetrate materials with exception of cleaners shall be prepared for analysis
by heating 50 g of material in a 6 in. (150mm) nominal diameter glass Petri dish at a temperature of 1940
F
to 2120 F (90
0 C to 100
0 C) for 60 min.
Analysis of the residue shall be as follows: If the residue is less than 0.0025 g, the material is acceptable
without further analysis. If the residue is 0.0025 g or more, the procedure shown in (a) above shall be
repeated and the residue analyzed in accordance with SD-129 or SD 1552. Alternately, the material may be
decomposed in accordance with SD-516 Method B; the sulphur contents shall be not exceeding 1% of the
residue by weight.
An individual sample of cleaner / remover material shall be prepared for analysis by heating 100 g of the
material in a 6 in (150mm) nominal diameter glass Petri dish at a temperature of 1940 F to 212
0 F (90
0C to
1000C) for 60min.
Prior to using any chemical on Austenitic or duplex stainless steels and Titanium, manufacturer’s certificate for contaminant of halogen content shall be obtained. The total content of Halogen shall not
exceed 1% of residue by weight.
MAHABLESHWAR ENGINEERING WORKS-JAMNAGAR-GUJARAT [email protected], [email protected] 38
cleaners shall be prepared for analysis by heating 50 g of material in a 6 in.(150mm) nominal diameter
glass Petri dish at a temperature of 1940
F to 2120F (90
0 C to 100
0C) for 60 min.
If the residue is 0.0025 g or more, the procedure shown in (a) above shall be repeated. The residue may
be analyzed in accordance with SD-808 and the total shall not exceed 1% by weight. Or, alternately, the
residue shall be analyzed in accordance with SE-165, and total content of chlorine plus fluorine shall not
exceed 1% by weight.
An individual sample of cleaner / remover material shall be prepared for analysis by heating 100 g of the
material in a 6 in (150mm) nominal diameter glass Petri dish at a temperature of 1940
F to 2120F (90
0 C to
1000c) of 60 min.
The certificate shall include penetrant manufacturer’s batch no. and the test results obtained in accordance with Appendix II of Article –6; ASME Sec-V Records of these certificates shall be maintained. If the
required certificate is not available, then material shall be tested as per Appendix II of Article –6, ASME
Sec-V.
All penetrant material shall be aerosol applied.
SURFACE PREPARATION
Prior to each liquid examination, the surface to be examined and all adjacent area within a least 1 inch
shall be dry and free of all dirt, grease, lint scale, welding, flux, weld spatter, paint, oil & other extraneous
matter that could surface opening of otherwise interfere with the examination. In case of SS piping the liquid
penetrant examination shall take place after pickling and passivation.
In general, as weld condition is acceptable unless weld irregularities are present that could mask indications due to
discontinuities in which case grinding may be required.
MAHABLESHWAR ENGINEERING WORKS-JAMNAGAR-GUJARAT [email protected], [email protected] 39
PRE CLEANING
The examination area shall be thoroughly cleaned with SC-30/ Acetone and then wiped with lint free
material. The surface shall be allowed to dry by normal
Evaporation for minimum 2 minutes. Adequate care shall be taken to ensure proper surface conditions
prior to examination.
Cleaning solvents shall meet the requirements of Para 4.1. The cleaning method employed is an
important part of the examination process.
TEMPERATURE
During examination of material Temperature shall be between 50 Deg. F to 125 Deg.F (10 Deg. C to 52
deg.C)
APPLICATION OF PENETRANT
The penetrant shall be applied either by brushing or spraying by can over the area to be examined. A
minimum dwell time (penetrant time) of 10 minutes is required for welds, castings, wrought product
forgings, plate & extrusions etc.
MAHABLESHWAR ENGINEERING WORKS-JAMNAGAR-GUJARAT [email protected], [email protected] 40
REMOVAL OF EXCESS PENETRANT
The area with the applied penetrant shall be wiped with clean, lint free cloths, cleaning is to be continued till
most traces of penetrant has been removed. Final cleaning shall be done with lint free cloth dampened with
cleaner. Care shall be taken to avoid use of excess cleaner and deposition of any contamination material,
which may leads tro misinterpretation of examination results. Flushing the area with solvent for purpose of
penetrant removal is prohibited. Surface shall be allowed to dry by normal evaporation for 2 minutes before
application of developer.
APPLICATION OF DEVELOPER
Non-aqueous developer shall be applied as soon as possible after penetrant removal and surface became
dry, the time interval shall not exceed 15minutes prior to application the developer shall be thoroughly agitated to
ensure adequate dispersion of suspended particles. Developer shall be applied by spraying to given a uniform coat.
Minimum 10 minutes of developing time shall be given before interpretation. Developing time start as soon as wet
developer coating is dry.
INTERPRETATION
Final interpretation shall be made within 10 to 60 minutes of application of developer. If the surface to be
examined is large enough to preclude complete examination within prescribed time, the examination shall be
performed in increments.
MAHABLESHWAR ENGINEERING WORKS-JAMNAGAR-GUJARAT [email protected], [email protected] 41
Close Observation of the formation of indication during application of developer may assist in
characterizing and determining the extent of indication.
Surface discontinuities are indicated by bleed out of the penetrant that is normally a deep red in color that
stains the developer. Indications with a light pink color may indicate excessive cleaning. Inadequate
cleaning may leave excessive background interpretation difficult.
Minimum od 100 fc (1000lux) is required to ensure adequate sensitivity during examination and
evaluation of indications. This can be obtained either from 100W lamp kept 12’’ (300mm) from surface or from sunlight. The span covered under light 11” (280mm).
The light source, technique used and light level verification is required to be demonstrated one time,
documented and maintained on file.
Light meter shall be calibrated at least once a year or whenever the meter has been repaired. If meters
have not been in use for one year or more, calibration shall be done before being used.
EVALUATION
All indications shall be evaluated in terms of acceptance standards of the referencing code section.
Discontinuities at the surface will be indicated by bleed out of penetrant however, localized surface
irregularities due to machining marks or other surface conditions may produce false indication.
MAHABLESHWAR ENGINEERING WORKS-JAMNAGAR-GUJARAT [email protected], [email protected] 42
Board areas of pigmentation, which could mask indication of discontinuities, are unacceptable and such
areas shall be cleaned and re-examined.
Any indication, which is believed to be non-relevant, shall be regarded as in imperfection unless it is shown by
re-examination by the same method or by the use of other NDE methods and / or by surface conditioning that no
unacceptable imperfection is present.
DEFINITION OF INDICATION
An indication is the evidence of mechanical imperfection. Only indications which have any dimension
greater 1/16” (1.5mm) shall be consider relevant.
1. A linear indication is one, having a length greater than three times width.
2. A rounded indication is one of circular or elliptical shape, with a length equal or less than three
times width.
ACCEPTANCE
All indications shall be interpreted. All relevant indications shall be evaluated for acceptance as per
applicable code, specifications and drawing. If none is given following shall be taken as acceptance
standard.
1. All relevant (greater than 1/16” (1.5mm) linear indications are unacceptable.
2. Rounded indication with any dimension greater than 3/16” (5.0mm) is unacceptable. 3. Four or more relevant indications in a line separated by 1/16” (1.5mm) or less edge is unacceptable.
An indication or imperfection may be larger than the imperfection that causes it; however, the size of
indications is the basis for acceptance evaluation.
MAHABLESHWAR ENGINEERING WORKS-JAMNAGAR-GUJARAT [email protected], [email protected] 43
REPAIR AND RE-EXAMINATION:
After a defect is thought to have been removed and prior to making weld repairs the area shall be examined
by suitable methods to ensure that it has been removed or reduced to acceptable seized imperfection.
After repairs have been made the repaired area shall be blended into the surroundings surfaces, so as to avoid
sharp notches, crevices or corners and reexamined by same procedure to ensure removal of complete defect.
If welding is required, the required area shall be examined by all NDE, which is there originally, except,
when repaired welding thickness is less than radiography sensitivity, radiography may be omitted.
POST EXAMINATION CLEANING:
After examination is completed, the area shall be thoroughly cleaned to remove all developer from the
surface, by wire brushing or buffing.
MAHABLESHWAR ENGINEERING WORKS-JAMNAGAR-GUJARAT [email protected], [email protected] 44
RE QUALIFICATION OF PROCEDURE:
If there is change in value or range of value of essential variable specified in Article 6-Table T-621 of
ASME Section V is attached the procedure should be requalified and redemonstrated to the AI, however,
change in value of non-essential variable does not call for procedure requalification.
CALIBRATION, LIGHTINING AND VENTILATION:
Visible detection method shall be used for LPT testing in covered shed with illumination about 150 to 540
lux depending upon the area where the job is placed for testing. No specific calibration is required for lamp.
SAFETY:
Personnel involved in examination should take precautions because of toxic and inflammable nature of
chemicals used. Care shall be taken so that these chemicals do not come in prolong contact with skin.
TEST REPORTS
The test reports shall be prepared and contain as a minimum the following information:
Procedure number
Date of examination
Examination personnel identity, level and signature
Weld identification
Material
Technique
Type of consumable
Acceptance criteria / standard
Size and location of any defect found
Acceptance or rejection with respect to acceptance standard
MAHABLESHWAR ENGINEERING WORKS-JAMNAGAR-GUJARAT [email protected], [email protected] 45
*PNEUMATIC TEST PROCEDURE*
SCOPE:
The Purpose of this is document is to describe the procedure of Leak testing and soap water test for fabricated
Buoyancy tanks. This testing is to ensure all welding are satisfactory and Buoyancy tanks are Leak Proof & Water
resist.
PROCEDURE:
Buoyancy tank has two no’s ¾” Coupling welded to one of the End Plate. Pneumatic test is to be carried out after
the completion of all the hot works and acceptance of all NDT on the tank. No hot work is permitted on the tank
after the pneumatic test.
The entire tank is to be cleaned thoroughly and the entire surface of the tank should be free from spatters, grease,
oil etc.
Out of the two couplings welded to the end plate, one shall be used for injecting the air inside. Before the air hose
is connected to the tank, the coupling will have a valve and calibrated gauge connected to it.
The 2nd
coupling shall be used for venting the air after the pneumatic test. This coupling also will have a valve and
a calibrated gauge connected to it before the test is commenced.
It is to be ensured before commencement of the test, that all the weld seams are clearly visible from outside.
MAHABLESHWAR ENGINEERING WORKS-JAMNAGAR-GUJARAT [email protected], [email protected] 46
Connect the air to the inlet nozzle, keeping the inlet valve and outlet valve open. Start the compressor and inject air
in to the tank. Keep constant watch on both the gauges provided.
The required test pressure is 1.013 Bar. Once this pressure is indicated on the gauge, stop the compressor and shut
both the valves.
The tank has to be kept for minimum 30 minutes after closing the valves. After 30 Minutes, apply soap sud all
over the weld joint and check for leaks. If there is any air leak, soap bubbles shall start coming up. No Pressure
drop shall be found in holding period.
In case of any leak observed, mark the area with inerasable chalk. The marking area has to be more than the area
of leak. Release the pressure very slowly
Chips off/grind the weld, rectify the leakage by rewelding. & check by NDT. After rectification the pneumatic test
to be repeated as per the above procedure.
Care shall be taken before the closer plate welding. Foreign Material shall not be left inside the tank.
Define the Equipment and tool list to be used in leak testing with specification of equipment.
Checklist to be defined and which shall be signed by all parties before the leak Test is to be carried out.
MAHABLESHWAR ENGINEERING WORKS-JAMNAGAR-GUJARAT [email protected], [email protected] 47
Due to good workmanship and quality of work underneath by the company (a list of major client is
also enclosed) a good reputation has been obtained in the above field from various clients, and repeat orders
are received and the company is on progressive path the company is very particular in good workmanship,
quality and performance of the work undertaken It always sees the timely and utmost satisfactory
completion of work.
WORK ORDER DETAIL - 2007 - MAHABLESHWAR ENGINEERING WORKS SR
NO
WORK ORDER
NO DATE COMPANY NAME DESCRIPTION
1 JS5/3622971E 13/03/2007 Reliance Industries Limited Grills in state Highway-25 Divider
2 JS5/3622971 13/03/2007 Reliance Industries Limited Grills in state Highway-25 Divider
3 JS1/3628592 11/05/2007 Reliance Industries Limited Basket ball Chain link Fencing
4 JSA/3632711 22/06/2007 Reliance Industries Limited Air Force Divider
5 1JRH/EDD/3641810 17/10/2007 Reliance Industries Limited Substation Railing
6 JS1/3638922 07/09/2007 Reliance Industries Limited Chemical Warehouse
7 JS1/3640740 03/10/2007 Reliance Industries Limited Sintex Tank Platform
8 ES1/53509565 18/10/2007 Reliance Jamnagar Infrastructure Ltd. Fencing Welding Work
9 JSA/3642366 23/10/2007 Reliance Industries Limited RCC Main Hole
10 5JFE/ESH/53509712 27/10/2007 Reliance Jamnagar Infrastructure Ltd. Fencing New Township
11 RG1/63506693 30/10/2007 Reliance Retail Ltd. Mall Gate
12 JSA/3643054 01/11/2007 Reliance Industries Limited PVC Door
13 JS1/3644277 20/11/2007 Reliance Industries Limited GI SHEET Chemical Warehouse
14 2J/ES1/53510215 22/11/2007 Reliance Petroleum Ltd. Chain link Fencing Repairing
15 1JJG/ES1/3644473 22/11/2007 Reliance Industries Limited Chain link Fencing Repairing
16 210599 21/02/2007 Tharmex Engineering Construction Co. Store Rack
MAHABLESHWAR ENGINEERING WORKS-JAMNAGAR-GUJARAT [email protected], [email protected] 48
WORK ORDER DETAIL - 2008 - MAHABLESHWAR ENGINEERING WORKS SR
NO
WORK ORDER
NO DATE COMPANY NAME DESCRIPTION
1 JS1/3648750 15/01/2008 Reliance Industries Limited REW-5, Fencing & Fabrication of Grapes Garden
2 EST/53511354 19/01/2008
Reliance Jamnagar Infrastructure
Ltd. Truss Platform (Well) New Township
3 JS1/3654451 24/03/2008 Reliance Industries Limited PP WARE HOUSE HDPE PIPE
4 1JJG/EST/3658257 26/04/2008 Reliance Industries Limited NEW STP PLATFORM
5 2J/ES1/53514269 31/05/2008 Reliance Petroleum Ltd. STORE FENCING REPAIRING - NEW CMC SEZ
6 JS1/3661762 02/06/2008 Reliance Industries Limited DOOR REPARING LC-2
7 1J/EST/3661819 03/06/2008 Reliance Industries Limited VIP RESIDENCY GRILL
8 JS1/3661834 03/06/2008 Reliance Industries Limited RAILING TOWNSHIP
9 1J/EHH/3664602 03/07/2008 Reliance Industries Limited NEW TOWNSHIP FENCING REPAIRING
10 1J/EST/3664607 03/07/2007 Reliance Industries Limited PERGOLA & PAVALIAN TOWNSHIP
11 1JJG/ES1/3665059 08/07/2008 Reliance Industries Limited FENCING REPAIRING CMC YARD
12 JS1/3665314 10/07/2008 Reliance Industries Limited BARBED WIRE RRTF
13 JS1/3666909 27/07/2008 Reliance Industries Limited GI GUTTER (CHAIN FIRE STATION)
14 2J/ES1/53516112 14/08/2008 Reliance Petroleum Ltd. SHED (JERP)
15 5J/ES1/53516223 21/08/2008
Reliance Jamnagar Infrastructure
Ltd. Y - ANGLE POST (SEZ)
16 JSA/3668687 18/08/2008 Reliance Industries Limited PAVALIAN TRUSS TOWNSHIP
17 1JJG/EST/3669065 22/08/2008 Reliance Industries Limited VIP RESIDENCY LADER (TOWNSHIP)
18 JS1/3669279 25/08/2008 Reliance Industries Limited MAB CANTEEN
19 JS1/3670016 03/09/2008 Reliance Industries Limited BORD FIXING (NEW BUILDING TOWNSHIP)
20 1JJG/ES1/3670133 04/09/2008 Reliance Industries Limited MTF GATE (SIKKA)
21 1J/EST/3671525 21/09/2008 Reliance Industries Limited MONO RAIL TOWNSHIP
22 1JJG/EST/3672052 25/09/2008 Reliance Industries Limited VIP RESIDENCY (TOWNSHIP CANTEEN)
23 JS1/3673168 10/10/2008 Reliance Industries Limited CHAINLINK FENCING LC-2 (BORO PIT)
24 JS1/3674437 24/10/2008 Reliance Industries Limited MMC GRILL
25 JS1/36475829 19/11/2008 Reliance Industries Limited SHED - SABRIBAI NI JUPDI (REW-1)
26 JS1/3676209 26/11/2008 Reliance Industries Limited Y ANGLE POST & DUSTBIN STAND
27 2J/ES1/53517695 10/11/2008 Reliance Petroleum Ltd. JERP GATE - SEZ
28 5JFE/EDN/53518336 10/12/2008
Reliance Jamnagar Infrastructure
Ltd. JERP GATE - SEZ
29 I01850386(8-9) 10/10/2008
LEIGHTON CONTRACTORS
(INDIA)PVT LTD. MATERIAL SUPPLY
MAHABLESHWAR ENGINEERING WORKS-JAMNAGAR-GUJARAT [email protected], [email protected] 49
WORK ORDER DETAIL - 2009 - MAHABLESHWAR ENGINEERING WORKS SR
NO WORK ORDER NO DATE COMPANY NAME DESCRIPTION
1 1JJG/EST/3680664 26/01/2009 Reliance Industries Limited HDPE PIPE LINE TOWNSHIP
2 JS1/3682436 14/02/2009 Reliance Industries Limited CONCERTINA COIL
3 1JJG/EST/3683961 09/03/2009 Reliance Industries Limited I O C GATE
4 5JFE/EDN/53522638 31/03/2009 Reliance Industries Limited WINDOW GRILL - MMC - JERP
5 2JJG/EDN/53222861 10/04/2009 Reliance Petroleum Ltd ROLLING SUTTER RMRTC BUILDING - JERP
6 5J/ES1/53522964 16/04/2009
Reliance Jamnagar Infrastructure
Ltd. CONCERTINA COIL – JERP
7 JS1/3689880 07/05/2009 Reliance Industries Limited GI SHEET PROJECT GATE
8 2J/ES1/53523731 20/05/2009 Reliance Petroleum Ltd STORE FENCING REPAIRING - CMC SEZ
9 1JJG/ES1/369089 20/05/2009 Reliance Industries Limited STORE FENCING REPAIRING - CMC DTA
10 1JJG/EST/3693013 17/06/2009 Reliance Industries Limited TOWNSHIP (WELL - RAILING)
11 JS1/3688856 23/04/2009 Reliance Industries Limited CHAINLINK FENCING REPAIRING MMC LC-2
12 JSA/31006796 25/11/2009 Reliance Industries Limited MS GRILL (MAB CANTEEN)
13 JS5/31008426 23/12/2009 Reliance Industries Limited PIPE TAPING (TOWNSHIP) CHIMNY - KUVO
14 PH01/G02/6200012435 06/08/2009
ESSAR CONSTRUCTIONS
INDIA LIMITED MS TRANSFORMER GATE SUPPLY & FIXING
15 PH01/G02/6200014097 20/10/2009
ESSAR PROJECTS (INDIA)
LIMITED MS TRANSFORMER GATE SUPPLY & FIXING
16 VD07/G02/610013202 30/10/2009
ESSAR PROJECTS (INDIA)
LIMITED MS TRANSFORMER GATE SUPPLY & FIXING
17 PH01/G02/6200014283 31/10/2009
ESSAR PROJECTS (INDIA)
LIMITED MS TRANSFORMER GATE SUPPLY & FIXING
18 I01850440(8-9) 11/10/2008
LEIGHTON CONTRACTORS
(INDIA)PVT LTD. MATERIAL SUPPLY
19 I01850501(8-9) 22/10/2008
LEIGHTON CONTRACTORS
(INDIA)PVT LTD. MATERIAL SUPPLY
MAHABLESHWAR ENGINEERING WORKS-JAMNAGAR-GUJARAT [email protected], [email protected] 50
WORK ORDER DETAIL - 2010 - MAHABLESHWAR ENGINEERING WORKS SR
NO
WORK ORDER
NO DATE COMPANY NAME DESCRIPTION
1 ES1/31012212 24/02/2010 Reliance Industries Limited GRASS CUTTING & FENCING REPAIRING
2 ES1/31017413 28/04/2010 Reliance Industries Limited NEW-GRASS CUTTING & FENCING REPAIRING
3 JS1/31020379 14/06/2010 Reliance Industries Limited CONCERTINA COIL - TOWNSHIP
4 JSA/31021088 28/06/2010 Reliance Industries Limited CANTEEN TOWNSHIP
5 1JJG/EC3/31026721 30/10/2010 Reliance Industries Limited STAFF HOUSING - DISMENTLING
6 1JJG/EC3/31027725 20/11/2010 Reliance Industries Limited GRASS CUTTING - CMC LC-1 DTA
7 I0199-MPO-050 25/05/2010
LEIGHTON CONTRACTORS
(INDIA) PVT LTD. BUOYANCY TANK SUPPLY (MARINE)
8 LCIOG-1011-502 10/9/2010
LEIGHTON CONTRACTORS
(INDIA) PVT LTD. BUOYANCY TANK SUPPLY (MARINE)
9 I0199-SPO-143 14/10/2010
LEIGHTON CONTRACTORS
(INDIA) PVT LTD. HIRE CHARGES FOR WORKSHOP (MARINE)
10 I0199-MPO-291 18/10/2010
LEIGHTON CONTRACTORS
(INDIA) PVT LTD. STP TANK SUPPLY (MARINE)
MAHABLESHWAR ENGINEERING WORKS-JAMNAGAR-GUJARAT [email protected], [email protected] 51
WORK ORDER DETAIL - 2011 - MAHABLESHWAR ENGINEERING WORKS
Sr.
No. WORK ORDER NO DATE COMPANY NAME DESCRIPTION
1 JS1/31032869 24/02/2011 RELIANCE INDUSRTIES LTD(SEZ) CONCERTINA COIL FIXING
2 JS1/7302410 24/02/2011 RELIANCE INDUSRTIES LTD(SEZ) CONCERTINA COIL SUPPLY
3 1JJG/EC3/31036206 20/04/2011 RELIANCE INDUSRTIES LTD(RG2) GI & HDPE FITTING
4 JS1/31037025 04/05/2011 RELIANCE INDUSRTIES LTD(DTA)
CONCERTINA COIL SUPPLY &
FIXING
5 JSI/31046934 10/10/2011 RELIANCE INDUSTRIES LTD(DTA)
FABRICATION & ERECTION OF Y
POST BOUNDRY WALL
6 EA2/7347575 12/11/2011 RELIANCE INDUSTRIES LTD(SEZ) PROCUREMENT OF GARBAGE BINS
7 EC3/31050812 19/12/2011
RELIANCE INDUSTRIES
LTD(RIL.GREENS)
CONSTRUCTION OF STRUCTURAL
WORK COURT YARD
8 JS1/100436 02/12/2011 RELIANCE INDUSTRIES LTD(DTA)
OCASTIONAL REPAIRING OF BLAST
PROOF/HMPS DOOR, ROLLING
SHUTTER AND ANCHOR FASTNING
JOB.
9 JS1/100437 02/12/2011 RELIANCE INDUSTRIES LTD(SEZ)
OCASTIONAL REPAIRING OF BLAST
PROOF/HMPS DOOR, ROLLING
SHUTTER AND FALSE FLORING.
10 1JJG/EC3/31049929 03/12/2011
RELIANCE INDUSTRIES
LTD(RIL.GREENS)
STRUCTURAL WORK AT OVAL
EXTENSION
11 VOTL/V01/7400000208 18/02/2011 VADINAR OIL TERMINAL LIMITED SUPPLY OF BALLAST PLATE (JETTY)
12 VOTL/V01/7400000216 07/04/2011 VADINAR OIL TERMINAL LIMITED FLANGE SUPPLY
13 VOTL/V01/8100000245 27/08/2011 VADINAR OIL TERMINAL LIMITED
PROVIDING & FIXING OF ANCHOR
GUARD
14 VPTL/VP2/4200150008 27/08/2011
VADINAR PORTS & TERMINAL
LIMITED
PROVIDING & FIXING ANCHOR
GUARD
15 CS01/S01/1200005532 25/03/2011 ESSAR PROJECT (INDIA) LIMITED WINDOW SUPPLY AND FIXING
16 CS01/S01/2900000290 26/03/2011 ESSAR PROJECT (INDIA) LIMITED WINDOW SUPPLY AND FIXING
17 1021/S01/1500005473 02/04/2011 ESSAR PROJECT (INDIA) LIMITED WINDOW SUPPLY AND FIXING
18
19 1021/S01/1500005865 14/04/2011 ESSAR PROJECT (INDIA) LIMITED
MS TRANSFORMER GATE SUPPLY
AND FIXING
20 1031/S01/1500006248 02/05/2011
ESSAR PROJECT (INDIA) LTD
(SALAYA)
MS TRANSFORMER GATE SUPPLY
AND FIXING
MAHABLESHWAR ENGINEERING WORKS-JAMNAGAR-GUJARAT [email protected], [email protected] 52
21
EPGL/SME/9510000640
11/10/2011
ESSAR POWER GUJARAT LIMITED
MISC.FABRICATON, PIPING WORK
22 EPGL/L01/007 05/05/2011
ESSAR POWER GUJARAT
LIMITED(SALAYA)
PROVIDING SERVICE FOR
MISC.FABRICATION, STRUCTURAL
PIPING WORK AND MATERIAL
SHIFTING
23 EPGL/MET/9110001273 04/08/2011 ESSAR POWER GUJARAT LIMITED
SCREW,SELF TAPPING, MS
GALVANIZE
24 EPGL/MET/9510000595 31/08/2011 ESSAR POWER GUJARAT LIMITED
MISC.FABRICATION, STRUCTURAL
PIPING WORK AND MATERIAL
SHIFTING
25 EPGL/SME/9510000495 14/05/2011 ESSAR POWER GUJARAT LIMITED LABOUR SUPPLY
26 1021/S01/1500010873 30/09/2011 ESSAR POWER INDIA LIMITED
PROVIDING & FIXING OF
TRANSFORMER GATE
27 I0199-MPO-590 12/01/2011
LEIGHTON CONTRACTORS
(INDIA)PVT LTD. WELDING MACHINE SUPPLY
28 I0199-MPO-679 13/02/2011
LEIGHTON CONTRACTORS
(INDIA)PVT LTD. PIPE PULLING CLAMP (Marine)
29 I0199-MPO-677 11/02/2011
LEIGHTON CONTRACTORS
(INDIA)PVT LTD. PLATE MADE PIPE SUPPLY (Marine)
30 I0199-MPO-748 03/03/2011
LEIGHTON CONTRACTORS
(INDIA)PVT LTD. SUPPLY OF PIPE SADDLES (Marine)
31 I0199-MPO-917 21/06/2011
LEIGHTON WELSPUN
CONTRACTORS (INDIA)PVT LTD.
CAIRN-MANGLA DEVLOPMENT
PIPELINE PROJECT.
32 I0199-MPO-952 07/11/2011
LEIGHTON WELSPUN
CONTRACTORS (INDIA)PVT LTD.
CAIRN-MANGLA DEVLOPMENT
PIPELINE PROJECT
33 I0199-SPO-538 27/09/2011
LEIGHTON WELSPUN
CONTRACTORS (INDIA)PVT LTD.
CAIRN-MANGLA DEVLOPMENT
PIPELINE PROJECT
34 I0199-MPO-988 22/12/2011
LEIGHTON WELSPUN
CONTRACTORS (INDIA)PVT LTD
CAIRN-MANGLA DEVLOPMENT
PIPELINE PROJECT
MAHABLESHWAR ENGINEERING WORKS-JAMNAGAR-GUJARAT [email protected], [email protected] 53
WORK ORDER DETAIL - 2012 - MAHABLESHWAR ENGINEERING WORKS
Sr.
No. WORK ORDER NO DATE COMPANY NAME DESCRIPTION
1 JC1/7362643 03/02/2012
RELIANCE INDUSTRIES
LTD(RIL.GREENS) CYLINDER TROLLY
2 1JJG/EC3/31057237 02/04/2012
RELIANCE INDUSTRIES LTD(STAFF
HOUSING) MISC.JOB SHED MODIFICATION
3 EPGL/SME/9510000792 18/01/2012 ESSAR POWER GUJARAT LIMITED
MISC.FABRICATION,PIPING WORK &
MATERIAL SHIFTING
4 1021/S01/1500016034 23/04/2012 ESSAR PROJECTS INDIA LIMITED
PROVIDING & FIXING OF
TRNSFORMER GATE-VPCL2
5 7400008592 10/01/2012
CAIRN ENERGY INDIA PTY
LIMITED WAREHOUSE RENT
6 JS1/31067473 17/09/2012 RELIANCE INDUSTRIES LIMITED P & F S.S. HAND RAIL
7 EC3/31063077 29/06/2012 RELIANCE INDUSTRIES LIMITED
COVERED SHED FOR HORMONE
BUILDING AT RLS AREA-PX-04
PLANT
8 JS1/31070488 10/11/2012 RELIANCE INDUSTRIES LIMITED
P & F OF CONCERTINA COIL AND
Y POST ON BOUNDRY WALL
9 EC3/31050812 24/09/2012 RELIANCE INDUSTRIES LIMITED
STRUCTURAL WORKS FOR COURT
YARD AT RELIANCE GREENS
10 JC1/7390982 25/06/2012 RELIANCE INDUSTRIES LIMITED CYLINDER TROLLY
MAHABLESHWAR ENGINEERING WORKS-JAMNAGAR-GUJARAT [email protected], [email protected] 54
WORK ORDER DETAIL - 2013 - MAHABLESHWAR ENGINEERING WORKS
Sr.
No. WORK ORDER NO DATE COMPANY NAME DESCRIPTION
1 160/13003742 20.06.2013
HIMACHAL FUTURISTIC
COMMUNICATION LTD.
CONSTRUCTION OF 9 M DELTA
POLE-JAMNAGAR SITE
2 1J/ES1/31084972 11.06.2013 FINETECH CORPORATION PVT LTD
FAB & EREC OF 3.0 M HIGH PIPE
BARRICADING STRUCTURE
3 1J/ES1/31087472 12.10.2013 RELIANCE INDUSTRIES LIMITED
FAB & EREC OF 3.0 M HIGH PIPE
BARRICADING STRUCTURE
4 3A2/7491024 14.11.2013 RELIANCE INDUSTRIES LIMITED
SUPPLY OF DOORS & WINDOW
FOR LC-4
5 JS1/31095174 08.11.2013 RELIANCE INDUSTRIES LIMITED CONCERTINA COIL FIXING
6 3A2/7482959 08.10.2013 RELIANCE INDUSTRIES LIMITED SUPPLY OF DOORS & WINDOW
7 3A1/31097600 07.12.2013 RELIANCE INDUSTRIES LIMITED P & F SECURITY GATES
8 7400013541 21.11.2013 CAIRN INDIA LIMITED WAREHOUSE RENT
9 7400013580 27.11.2013 CAIRN INDIA LIMITED WAREHOUSE RENT
10 MO4/7481324 30.09.2013 RELIANCE INDUSTRIES LIMITED SUPPLY OF GARBAGE TROLLY
MAHABLESHWAR ENGINEERING WORKS-JAMNAGAR-GUJARAT [email protected], [email protected] 55
WORK ORDER DETAIL - 2014 - MAHABLESHWAR ENGINEERING WORKS
Sr.
No. WORK ORDER NO DATE COMPANY NAME DESCRIPTION
1 3A2/7504076 06.01.2014 RELIANCE INDUSTRIES LIMITED SUPPLY OF DOORS & WINDOW
2 1JJG/3A1/7518101 26.02.2014 RELIANCE INDUSTRIES LIMITED SUPPLY OF DOORS & WINDOW
3 1JJG/3A1/7511960 05.02.2014 RELIANCE INDUSTRIES LIMITED SUPPLY OF DOORS & WINDOW
4 1JJG/3A1/7522997 18.03.2014 RELIANCE INDUSTRIES LIMITED SUPPLY OF DOORS & WINDOW
5 1JJG/3A1/7545573 12.06.2014 RELAINCE INDUSTRIES LIMITED SUPPLY OF DOORS & WINDOW
6 1JJG/3A2/7547319 18.06.2014 RELIANCE INDUSTRIES LIMITED SUPPLY OF DOORS
7 1JJG/3MC/7566434 01.09.2014 RELIANCE INDUSTRIES LIMITED SUPPLY OF DOORS
8 1J/3A1/31128461 08.09.2014 FINETECH CORPORATION PVT LTD P ,FAB & EREC OF GATES
9 1JJG/3A1/31120121 27.06.2014 FINETECH CORPORATION PVT LTD P ,FAB & EREC OF GATES
10 1JJG/3TC/31114568 09.07.2014 FINETECH CORPORATION PVT LTD P ,FAB & EREC OF GATES
11 1J/3A1/31124071 31.07.2014 FINETECH CORPORATION PVT LTD P ,FAB & ERC OF SECURITY GATES
12 1J/3A1/31124018 31.07.2014 FINETECH CORPORATION PVT LTD P ,FAB & EREC OF SECURITY GATES
13 1J/3A1/31142093 26.12.2014 FINETECH CORPORATION PVT LTD G.I.BARRICATION
MAHABLESHWAR ENGINEERING WORKS-JAMNAGAR-GUJARAT [email protected], [email protected] 56
WORK ORDER DETAIL - 2015 - MAHABLESHWAR ENGINEERING WORKS
Sr.
No. WORK ORDER NO DATE COMPANY NAME DESCRIPTION
1 1J/3A1/31145147 24.01.2015 FINETECH CORPORATION PVT LTD
BARRICATION, FAB & ERECTION
OF GATES
2 1J/EC3/31150310 10.03.2015 FINETECH CORPORATION PVT LTD P ,FAB & EREC OF IDC MAIN GATE
3 EPGL/SME/24005631 25.03.2015 ESSAR POWER GUJARAT LTD.
4’’ TO 12’’ PIPE WELDING –
QTY-6000’’ WITH RTO, TESTING, RADIOGRAPHY
4 EOL/GHD/25746210 25.08.2015 ESSAR OIL LIMITED-VADINAR
FAB & ERECTION OF WATER
PIPING 42NB , 10MM THICK WITH
WATER TESTING, QTY-320 TON
5 MO8/240019983 21.09.2015 RELIANCE INDUSTRIES LTD. SUPPLY OF GARBAGE DRUMS
6 1J/MO3/7643902 03.10.2015 RELIANCE INDUSTRIES LTD. SUPPLY OF GARBAGE DRUMS
7 MI5/7644998 13.10.2015 RELIANCE INDUSTRIES LTD. SUPPLY OF GARBAGE DRUMS
8 1J/MO3/7643916 03.10.2015 RELIANCE INDUSTRIES LTD. SUPPLY OF GARBAGE DRUMS
9 1J/EC3/31180076 10.11.2015 RELIANCE INDUSTRIES LTD.
SUPPLY & FIXING OF G.I.ROLLING
SHUTTER
10 JS1/230007809 15.10.2015 RELIANCE INDUSTRIES LTD. SHEET ON SHEET MAINTENANCE
11 JS1/230007820 15.10.2015 RELIANCE INDUSTRIES LTD. SHEET ON SHEET MAINTENANCE
12 JO4/230014818 29.04.2016 RELAINCE INDUSTRIES LTD.
RENOVATION OF ELECTRICAL POLE
MOUNTED SIGNAGE KIOSK .
13
MAHABLESHWAR ENGINEERING WORKS-JAMNAGAR-GUJARAT [email protected], [email protected] 57
REVIEW :
MAHABLESHWAR ENGINEERING WORKS-JAMNAGAR-GUJARAT [email protected], [email protected] 58
MAHABLESHWAR ENGINEERING WORKS-JAMNAGAR-GUJARAT [email protected], [email protected] 59
MAHABLESHWAR ENGINEERING WORKS-JAMNAGAR-GUJARAT [email protected], [email protected] 60
BRTS Workshop – Ahmadabad
MAHABLESHWAR ENGINEERING WORKS-JAMNAGAR-GUJARAT [email protected], [email protected] 61
MAHABLESHWAR ENGINEERING WORKS-JAMNAGAR-GUJARAT [email protected], [email protected] 62
MAHABLESHWAR ENGINEERING WORKS-JAMNAGAR-GUJARAT [email protected], [email protected] 63
MAHABLESHWAR ENGINEERING WORKS-JAMNAGAR-GUJARAT [email protected], [email protected] 64
MAHABLESHWAR ENGINEERING WORKS-JAMNAGAR-GUJARAT [email protected], [email protected] 65
MAHABLESHWAR ENGINEERING WORKS-JAMNAGAR-GUJARAT [email protected], [email protected] 66
MAHABLESHWAR ENGINEERING WORKS-JAMNAGAR-GUJARAT [email protected], [email protected] 67
MAHABLESHWAR ENGINEERING WORKS-JAMNAGAR-GUJARAT [email protected], [email protected] 68
MAHABLESHWAR ENGINEERING WORKS-JAMNAGAR-GUJARAT [email protected], [email protected] 69
MAHABLESHWAR ENGINEERING WORKS-JAMNAGAR-GUJARAT [email protected], [email protected] 70
*OUR -TARGET*
1. Mahableshwar Engg. Works have a Proprietor Sheep and want to make
Mahableshwar Engg. Pvt. Ltd.
2. Mahableshwar Engg. Works have a Purchase Land (Near Jogvad Ind.Area)
Total area 33207 sq.ft.for to make and Fixing of Machinery in Workshop as a
Manufacturing Unit of Pressure Vessel, Tanks, Chimney, MS Gates, Grills etc.
3. Mahableshwar Engg. Works are going to receive an ISO Certificate and
Procedure in Progress for relevant documents.
4. Mahableshwar Engg. Works always wants Client’s/Customer’s Satisfaction and
Trust for to serve and provide our best services, at Timely or as per Requirement .
MAHABLESHWAR ENGINEERING WORKS-JAMNAGAR-GUJARAT [email protected], [email protected] 71