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

mailto:[email protected]



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






*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.




*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.




*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.




*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.




*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.




*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





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.




*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




*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




*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




*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.




* 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.




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.




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%




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




*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




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




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




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




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







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




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.




* 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




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.




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.




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.




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.




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.




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.




*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.




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.




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.




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




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.




*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.




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.




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.




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.




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.




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.




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.




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.




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




*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.




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.




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





NO

WORK ORDER


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


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


Ltd. JERP GATE - SEZ

29 I01850386(8-9) 10/10/2008

LEIGHTON CONTRACTORS

(INDIA)PVT LTD. MATERIAL SUPPLY





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


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



17 PH01/G02/6200014283 31/10/2009



18 I01850440(8-9) 11/10/2008



19 I01850501(8-9) 22/10/2008







NO

WORK ORDER


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


(INDIA) PVT LTD. BUOYANCY TANK SUPPLY (MARINE)

8 LCIOG-1011-502 10/9/2010


(INDIA) PVT LTD. BUOYANCY TANK SUPPLY (MARINE)

9 I0199-SPO-143 14/10/2010


(INDIA) PVT LTD. HIRE CHARGES FOR WORKSHOP (MARINE)

10 I0199-MPO-291 18/10/2010


(INDIA) PVT LTD. STP TANK SUPPLY (MARINE)




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




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


(INDIA)PVT LTD. WELDING MACHINE SUPPLY

28 I0199-MPO-679 13/02/2011


(INDIA)PVT LTD. PIPE PULLING CLAMP (Marine)

29 I0199-MPO-677 11/02/2011


(INDIA)PVT LTD. PLATE MADE PIPE SUPPLY (Marine)

30 I0199-MPO-748 03/03/2011


(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



PIPELINE PROJECT

33 I0199-SPO-538 27/09/2011

LEIGHTON WELSPUN



PIPELINE PROJECT

34 I0199-MPO-988 22/12/2011

LEIGHTON WELSPUN

CONTRACTORS (INDIA)PVT LTD


PIPELINE PROJECT





Sr.


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





Sr.


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





Sr.


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



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





Sr.


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




REVIEW :




BRTS Workshop – Ahmadabad




*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 .



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