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Amul Mother Dairy Gandhinagar
(A Unit of Gujarat Cooperative Milk Marketing Federation Ltd)
Bhat, near Indira Bridge, Ahmedabad-Gandhinagar Highway
Gandhinagar 382428
Phone 23969055-58 Fax 079-23969059
email: [email protected], [email protected]
Request for Proposal (RFP)
Structural Audit
RFP Reference
MDG: PUR: RFP: Structural Audit /2014 Sep 2014
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REF: STRUCTURAL AUDIT: RFP 5 SEPTEMBER 2014
Dear Sir,
SUB: REQUEST FOR PROPOSAL (RFP) You are requested to give your most competitive rates meeting the delivery schedule for Structural Audit
ADDRESS OF SUBMISSION OF BID The offer should reach, Amul Mother Dairy (A Unit Of Gujarat Co - Operative Milk Marketing Federation Limited) Plot No. - 35, Near Indira Bridge, Ahmedabad - Gandhinagar Highway, Village: Bhat, Dist.: Gandhinagar. Pin 382 428, email: [email protected], [email protected].
DUE DATE 30 September 2014
The offer should be sent in sealed cover super scribing on the top left hand corner offer for inquiry REF: DATED: and can be emailed also to [email protected], [email protected]. However, hard copy is must. Offer received after due date for whatsoever reason may be liable for rejection.
VALIDITY Offer should be valid for acceptance, for 60 days from due date of submission of offer.
TERMS & CONDITIONS PAYMENT TERMS Shall be strictly as specified below:
Advance Nil
On successful completion of Milestone 1 25%
On successful completion of Milestone 2 25%
On successful completion of Milestone 3 25%
On successful completion of Milestone 4 25%
All BGs shall be from nationalized bank or ICICI, HDFC, AXIS bank only.
COMPLETION TIME One year for all plants end of milestone 4 (Structural Audit final recommendation report)
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PRICE BREAK-UP Price break-up should be provided as per the list of plants being of different sizes since efforts involvement for different plants may be different.
Detail price break-up must be submitted for progressive payment as well as for calculation of price for addition, deletion, modification in scope
All applicable charges should be submitted with breakups plus Service tax (as applicable at the time of raising invoice) for carrying out Total Safety Audit and shall be paid as per the payment terms against invoice.
This sum shall be inclusive of all financial implication with regard to boarding, loading and travelling expenditure involved for the safety auditors who will be visiting the plants for the purpose. No facilities will be provided towards travelling, boarding lodging etc.
Charges of certification agency also should be quoted.
METHOD OF INVOICING No bill should be raised for less than 15 units at a time
Invoice must be supported with certification from the respective plants/ unions on the service provided as specified above in the price break-up sheet
INVOICE TO BE SUBMITTED TO Senior General Manager Mother dairy Gandhinagar
OTHER TERMS & CONDITIONS F O R Destination is respective plants as per list attached.
The assignment should be completed as indicated in the scope.
It is not binding on us to accept lowest offer.
Right to reject any or all the offers without assigning any reason is reserved by us.
Offer which are incomplete or not meeting the conditions or only for part items, may liable for rejections.
No queries regarding the status of the offer will be entertained at any time.
The final supplier will be the combined decision of our technical team and management and no reason of final selection will be conveyed to any bidder.
Complete technical details and drawings and complete company profile, client list etc should be submitted
All your team members should have identity card for getting entry
Site visit may be necessary to understand complete scope
No accommodation can be provided by the purchaser
All laid down discipline must be followed by your all team members working inside the plants
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These are running plants in full capacity. Planning should be made to complete the job with no shut down.
Contracts awarded can be extended for further periods if mutually agreed based on price revision formula if performance is satisfactory.
Yours faithfully,
For Mother Dairy, Gandhinagar
Authorized Signatory
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Structural Audit of Existing Buildings & Structures OBJECTIVE To carry out structural audit in 78 units of GCMMF Ltd (AMUL) plants for getting final recommendation reports which includes establishment, documentation and implementation in accordance with the requirements of those international standards till getting certified for structural stability. Structural Audit is an important tool for knowing the real status of the old buildings. The Audit should highlight & investigate all the risk areas, critical areas and whether the building needs immediate attention. It should also cover the structural analysis of the existing frame and pinpoint the weak structural areas for static, wind & earthquake loads. If the building has changed the user, from residential to commercial or industrial, this should bring out the impact of such a change. Step by step guidelines for carrying out Structural Audit of old buildings is need of the hour. We have also provided a detailed format to collect data from the field. The details regarding the various non-destructive tests and other tests to be carried out are also given. The report should include photographs of structural defects & rectification procedures.
The Purpose of Structural Audit
1. To save LIFE & PROPERTY 2. To know the health of your building and to project the expected future life 3. Highlight the critical areas that need to be attended with immediate effect 4. To proactively assist the residents and the society to understand the seriousness
of the problems and the urgency required to attend the same 5. To comply with Municipal or any other statutory requirements
BROAD SCOPE OF WORK A broad scope is outlined here. But this should not be construed as total scope of requirement. Scope covers each and everything to be included in the scope as may be necessary for statutory and standards requirement for certification
AUDIT STEPS MILESTONE 1 DRAWINGS, PRELIMINARY INSPECTION & RECOMMENDATION OF TESTS (STEP 1 TO 3) STEP 1: STUDY ARCHITECTURAL AND STRUCTURAL PLANS It is imperative that we must have Architectural and Structural plans of the buildings it will be helpful if we have detailed structural calculations including assumptions for the structural design. The assumptions can also include the allowable live loads; whether the building. Is designed for residential, commercial, light industry or heavy industry and whether any future provision for adding new floors is considered? What types of Earthquake loads are considered? Which I.S. Code requirements have been met?
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STEP 2: PREPARATION OF ARCHITECTURAL AND STRUCTURAL PLANS If the Architectural plans and Structural plans are not available, the same can be prepared by any Engineer by measuring the size of the building & locating the position of the columns, beams and size of all such structural elements.
STEP 3: INSPECTION OF THE BUILDING A detailed inspection of the building can reveal the followings:
1. Any settlements in the foundations. 2. Visual cracks in columns, beams and slabs 3. Concrete disintegration and exposed steel reinforcements – photographs can be
helpful. 4. Slight tapping with hammer can reveal deterioration in concrete. 5. Extent of corrosion in reinforcement. 6. Status of Balconies – sagging, deflection, cracks? 7. Status of Architectural features viz. chajjas, fins, canopies etc. 8. Cracks in walls indicating swelling in R.C.C. members or distress or deflection or
corrosion. 9. Leakages from terrace & Toilet blocks. 10. Leakages & dampness in walls resulting into cracks and corrosion. 11. Changes carried out affecting structure. 12. Toilet blocks - Added or changes made? 13. Change of user – from Residential to Commercial to Industrial? 14. Change of Partition Walls? 15. Status of lift and lift machine room – Type of Maintenance Contract, renewal of
license. 16. Status of electrical wiring from meter room to all the flats. 17. Substation status. 18. Any explosion in the meter room, substation? 19. Status of overhead & underground water tanks - capacity. Leakages, cracks &
frequency of cleaning, status of pumps. 20. Plinth protection in the compound including status of drainage, water pipes &
pumps. How much the Ground was flooded during recent monsoons? 21. External paint – When last painted and type of paint. 22. Status of repairs & last repaired. 23. What was repaired? 24. Who was the Agency? 25. How much was spent for repairs? 26. Building plans available? When approved? 27. Occupation Certificate available? 28. Structural Plans available? Structural Stability Certificate available? 29. Structural Calculations available? 30. Last Structural Audit prepared?
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STEP 4: CARRYING OUT RECOMMENDED TESTS & RECOMMENDATIONS REPORTS (MILESTONE 2 STEPS 4 TO 6) It is important that various tests are carried out in the old buildings. This will give an idea about the extent of corrosion, distress and loss of strength in concrete & steel. Tests may include:
1. Concrete Core Cutting & Compression testing for columns, beams and slabs for Strength Assessment of concrete.
2. 2. Half Cell Potential test for determining the probability of corrosion in the embedded steel.
3. 3. Carbonation test for carbonation depth measurement for Steel. 4. 4. Ultrasonic Pulse Velocity Test (UPV) for Strength Assessment of concrete. This
can be useful for simple foundations. 5. 5. Integrity tests for pile foundations.
STEP 5: HIGHLIGHT THE CRITICAL AREAS AND HOW TO GO FOR REPAIRS 1. No. of columns requiring immediate attention including treating rusted steel, adding new steel, jacketing of columns etc. – Repairing foundations, repairing balconies, chajjas.
2. Attending of beams and slabs wherever required.
3. Attending water proofing of terrace, toilet blocks.
4. Attending cracks in external walls and providing good quality of paint. The critical highlighted areas need to be attended immediately.
STEP 6: EARTHQUAKE CRITERIA Major plants are located in Earthquake Zone III as per Indian Standard Codes. The Earthquake Code IS 1893-2002 provides rigorous analysis and designs of Building structures so that it can withstand the Earthquake forces. It may be possible to retrofit the old buildings, so that they do not collapse during Earthquake; but may develop some cracks and allow enough time for people to escape, thus saving precious lives.
STEP 7: COMPLIANCE OF AUDIT REQUIREMENTS (MILESTONE 3) Audit is a good thing, but in itself Audit is not sufficient. It is important that the findings and/or recommendations of audits are implemented satisfactorily, within a stipulated time limit and are certified by Structural Engineers; Otherwise the Audit findings will remain on paper. Of course, this is going to be costly; but human lives are important and they need to be saved at any cost. If building is more than 15 years old, it is important that rigorous audit is carried out every five years. This will be a continuous process as it is difficult to guarantee future life of old buildings. However, regular Audits and implementing audit findings will avoid sudden collapse of buildings and save thousands of life. This process will also increase the future life of buildings.
SUGGESTED FORMAT FOR STRUCTURAL AUDIT REPORT Name of the Building: _____________________________________________________
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Description: _______________________________________________________________
Address: __________________________________________________________________
Society Name: _____________________________________________________________
Age of the Building: _________
Contact Person:- ________________________ Tel. No:
Inspection Report Date: / / INSPECTED BY: _________________
OBSERVATIONS SN DESCRIPTION REMARKS
1. FOUNDATION STRATA
VISUAL INSPECTION
SETTLEMENT OF COLUMNS
SETTLEMENT OF WALLS
CRACKS IN COLUMNS, WALLS, JOINT AT PLINTH
2. SUPER STRUCTURE INSPECTION
CRACKS IN COLUMNS/ RUSTING OF STEEL / EXPOSED STEEL
CRACKS IN BEAMS / RUSTING OF STEEL / EXPOSED STEEL
CRACKS IN SLABS / RUSTING OF STEEL / EXPOSED STEEL
CRACKS IN EXTERNAL WALLS
CRACKS IN INTERNAL WALLS
3. LEAKAGES & DAMPNESS IN EXTERNAL WALLS
4. TOILET LEAKAGES, CRACKS
5. TERRACE WATER PROOFING INSPECTION
6. LEAKAGE & DAMPNESS ON THE TOP FLOOR SLAB
7. INSPECTION OF WATER TANK ABOVE TERRACE
8. INSPECTION OF UNDERGROUND WATER TANK
9. LEAKAGES & DAMAGES:-PLUMBING LINES/WATERLINES, DRAINAGE LINES
10. ELECTRICAL LINE
11. BUILDING LAST REPARIED DETAILS
DATE
COST OF REPAIR WORK
WHAT WAS REPAIRED?
12. DATE OF CONSTRUCTION OF BUILDING
13. RCC / LOAD BEARING STRUCTURE
14. IDEA ABOUT FOUNDATION STRATA FROM SURROUNDING AREAS & ENQUIRY
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15. HIGH FLOOD LEVEL
HFL DURING THIS MONSOON
HFL DURING LAST FIVE YEARS
16. ANY CRACKS OBSERVED DURING EARTHQUAKE
17. ARCHITECTURAL PLANS AVAILABLE
18. STRUCTURAL PLANS AVAILABLE
19. BUILDING PLAN APPROVAL DATE
20. OCCUPATION CERTIFICATE DATE
21. BUILDING IS DESIGNED FOR EARTHQUAKE CODE -1893-1984
BUILDING IS DESIGNED FOR EARTHQUAKE CODE -1893- 2002
22. TESTS RECOMMENDED REBOUND HAMMER TEST
CONCRETE CORE CUTTUNG &
COMPRESSION TESTING
HALF CELL POTENTIAL TEST FOR DETERMINING THE PROBABILITY OF CORROSSION IN EMBEDDED STEEL
CARBONATION TEST FOR CARBONATION DEPTH MEASUREMENT FOR STEEL
ULTRASONIC PULSE VELOSITY TEST (UPV) FOR STRENGTH ASSESSMENT OF CONCRETE
INTEGRITY TEST FOR PILE FOUNDATIONS
23. REPAIRS / RETROFIT SUGGESTED
24. CONCLUSION:
Structural Engineer License No________
25. REVIEW OF REPAIRS CARRIED OUT:
Structural Engineer License No___________
STRUCTURAL AUDIT – RECOMMENDED TESTS NON DESTRUCTIVE TESTS The following NDT tests are required to be carried out on structural elements. However, it is important that the testing scheme is prepared based on preliminary survey of the building/structure:
1. Core tests to determine the estimated equivalent in situ compressive strength & to establish correlation between Rebound hammer test & in situ strength of concrete.
2. Rebound Hammer test to estimate the in situ compressive strength of cover concrete
3. USPV test to assess the integrity of concrete
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4. Carbonation test to assess the depth of carbonated concrete 5. Half cell potentiometer test to determine the probability of active corrosion. 6. Cover test to assess the cover provided to RCC structural members.
CORE TEST: STEPS TO THE CORE TESTS
1. The reinforcement is detected at planned location with the help of Rebar Locator called Profometer to avoid cutting of reinforcement.
2. The Core cutting equipment is fixed at the planned location & core is extracted. 3. The Cores are transported to the laboratory & visual observations of cores are
recorded for interpretation purpose. Reinforcement bars, if encountered, are cut off.
4. The Cores are removed from water cut to the required L/D ratio of 2, wherever possible, exactly perpendicular to the longitudinal axis.
5. Both the ends are prepared by grinding up to the tolerance limit as specified by Clause 4:8 of BS 1881: Part 120: 1983 for flatness & parallelism.
6. A thin layer of plaster of Paris is applied to ends to ensure proper contact. 7. Now the cores are ready for compression testing.
2. REBOUND HAMMER TEST: STEPS TO CARRY OUT REBOUND HAMMER TEST The test is performed as per guidelines given by IS : 1331 (Part 2): 1992 & BS 1881: Part 202: 1986 to estimate the in situ strength of concrete based on the correlation established between in-situ strength at the particular location & rebound numbers.
1. The plaster is removed at test locations.
2. For testing, smooth, clean, dry surface without any defect like Honeycombing cracks and hollow sound is selected.
3. The area of approx. 300 mm x 300 mm is rubbed with carborandum stone to remove loosely adhering scales, or remains of plaster mortar, if any.
4. In this area 12 points at approximate 30 mm apart are selected in grids.
5. By holding the rebound hammer at right angles to surface of the concrete member, 12 readings are taken at selected points.
6. Of these readings, abnormally high & abnormally low results are eliminated & average of the balance readings is worked out.
7. Taking into consideration the factors influencing hardness of the concrete surface like moisture condition of the surface, carbonation, test location within the member, direction of test etc. corrected rebound number is worked out.
8. The compressive strength of concrete against each rebound number is obtained from graph prepared on correlation established between rebound numbers at core test locations & equivalent cube strength values.
9. The statistical analysis is carried out for this set of values of compressive strengths obtained by above method.
STEPS TO CARRY OUT THE USPV TEST 1. The plaster is removed at test locations wherever required.
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2. For testing, smooth, clean, dry surface without any defect like honey combing, cracks, and hollow sound is selected.
3. The area of approx. 300 mm x 300 mm is rubbed with carbonation stone to remove loosely adhering scales, or remains of plaster mortar, if any.
4. Two points are marked on opposite faces of the concrete members (At exactly opposite locations for direct transmission of ultrasonic pulses).
5. Grease is applied as a coupling medium to ensure proper contact of the transducers with concrete surface so that ultrasonic pulse is transmitted through the medium without much disturbance.
6. Now both the transducers are held at correct test locations by applying constant pressure & ultrasonic pulses are transmitted through the concrete.
7. The machine displays the time taken to travel the known path in microseconds.
8. The velocity is calculated from the reading obtained against each known path.
9. Following velocity criterion for concrete quality grading is given by IS 13311 (Part-I): 1992.
CRITERIA FOR GRADING OF CONCRETE QUALITY SN Ultrasonic Pulse Velocity by Cross probing
(Km/Sec.)
Concrete Quality Grading
1 Above 4.5 Excellent 2 3.5 to 4.5 Good 3 3. 3.0 to 3.5 Medium 4 Below 3.0 Doubtful
CARBONATION TEST PROCEDURE The powder of concrete is obtained by drilling inside into concrete at selected location. Then the collected powder is made moist & then phenolphthalein indicator is dropped on it to check any colour change. If the colour changes to pink, indicates that concrete is not affected by carbonation & if no colour change is observed, indicates concrete is affected by carbonation.
COVER METER TEST PROCEDURE The instrument used is PROFOMETER - 4, Rebar Locator Model S, manufactured by
M/s. PROCEQ SA, Switzerland, which is able to perform following functions:
1. To locate the bar accurately. 2. To assess the clear cover to the bar. 3. To calculate bar diameter of the selected bar.
The instrument works on magnetic principle & has limitations of spacing between bars to identify the bars individually. The limitation of rebar locator instrument to
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identify bars, its diameter is that depth of rebar’s from concrete surface should be less than to 70 mm depth & spacing of bars should be more than 150 mm.
HALF-CELL POTENTIOMETER TEST PROCEDURE The half-cell potentiometer consists of a rigid tube, which contains a copper rod immersed in a copper sulphate solution. This is connected to a voltmeter and another live wire connection comes through voltmeter to connect it to rebar. To start the experiment firstly the live wire is connected to a rebar of the test specimen and the rigid tube is put on the surface of concrete and the reading of voltmeter is taken. Reading gives the potential difference between the electrodes. From the value of the potential difference, corrosion status inside the concrete can be predicted. The possibility of active corrosion is found out according to guideline below:
Half cell potential (mV) reading Percentage chance of active corrosion
< -350 90%
-200 to –350 50%
> -200 10%
SAMPLE VISUAL OBSERVATIONS
1. Chajjas are severely affected by corrosion. 2. Severe corrosion cracks are developed in columns. 3. Top level slab is severely affected by corrosion, cover of concrete has spalled
down and steel is exposed. 4. Front side Chajjas throughout the length of structure is severely affected by
corrosion. 5. Top level beams are affected by corrosion. 6. Almost 100% columns in the top floor have corrosion related distress.
INFERENCES & REMEDIAL MEASURES 1. Polymer Modified Mortar Treatment
2. Jacketing to columns - Microconcrete.
3. Recasting of Slabs/ Chajjas
4. Water proofing Treatment
PROCEDURES FOR REPAIRS TYPICAL PROCEDURE FOR ATTENDING STRUCTURAL CRACKS & DAMAGED RCC MEMBERS 1. Erecting temporary Steel props in required position, prior to R.C.C. restoration, to relieve partial loading on the structure.
2. Carefully exposing the damaged plaster by plaster breaker or hammer & chisel.
3. Exposing the damaged RCC members namely columns, chajjas beams wherever found loose including cleaning the rusted reinforcement with light tapping, wire brushing.
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4. Passivating the cleaned reinforcement with rust passivator using Rusticide.
5. Applying protective coating to the rust passivated reinforcement with Polyalk F.P. with 1 part of Polyalk F.P. mixed to 1 part of cement or from approved suppliers.
6. Applying bonding coat to the entire surface (after watering the surface) with 1 part of Polyalk E.P. mixed to 1.5 part of cement to a creamy consistency or from approved suppliers. Care should be taken that the next coat is applied within open time of 10 to 15 min.
7. Applying polymer modified cementitious mortar to the damaged R.C.C. members (with 10mm cover to the reinforcement) in proportion of 1:5:15 (i.e. Polyalk EP: Cement: Quartz Sand) by weight or from approved suppliers.
OR
8. Strengthening and repairing of damaged RCC members namely columns, beams & slabs by “Building up” “with Form work” by using MICRO CONCRETE.
OR
9. Jacketing
The Existing columns of any size to be Strengthened by means of jacketing up to the Top of footing, top & bottom of beam/slab or up to the level as per site conditions only required parts of the walls near columns shall be broken carefully for shuttering purpose. The damaged concrete & reinforcement shall be treated. Note: This is only a guideline. The strengthening should be carried out in consultation with suppliers’ requirements and specifications and involving an experienced Structural Engineer.
TYPICAL PROCEDURE FOR ATTENDING PLASTER CRACKS: Waterproofing Treatment for External Surface – Treating Plaster Cracks:
1. Clean the cracks so as to be free from dust.
2. Moisten the surface with water.
3. Filling the cracks with POLYFILL-AR manually – Sunanda Speciality – 2 to 3 repetitions.
4. Applying 2 coats of Polyalk W.P. Coating with 1 part of Polyalk W.P. mixed to 1.5 part of cement by weight + add water for workability.
a) Apply first coats of Polyalk W.P.
b) After one day interval apply second coat.
c) Sprinkle curing 2 to 3 days.
Note: This is only a guideline. Contractor may use materials from any of the approved suppliers. The Procedure should be carried out in consultation with suppliers’ requirements.
TYPICAL PROCEDURE FOR REPLASTER OF DAMAGE PORTION / LOOSE PLASTER 1. To identify the loose plaster pockets.
2. Breaking / dismantling the loose plaster pockets.
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3. To apply jet of water and clean the opened loose plaster surfaces.
4. Hacking the joints and filling with cement mortar and curing for brick masonry.
5. Apply one coat of cement slurry for old brick masonry.
6. For R.C.C. Members – column, beam, slab, chhajas, pardi etc. apply bonding coat from approved suppliers.
7. Apply two coats (12mm + 8mm) water proof plastering in CM 1:4 for external surfaces of walls.
a. Apply first coat of plaster 12mm thick
b. Curing 3 days after first coat.
c. Apply second coat of plaster 8 mm thick or match the existing plaster.
d. After second coat of plaster curing is required minimum 7 days.
Note: This is only a guideline.
BUILDING REPAIRS – STRUCTURAL STABILITY FORMAT Project Name: Building No.: Location:
Owners / Developers:
Architects:
Structural Consultants:
Civil Contractors:
Plumbing Contractors:
Electrical Contractors: Lift By:
Reports Checked by Audited by
1. Building User:
Residential/Commercial/Industrial / Other ________
2. Soil Investigation Report - enclosure “A”. Test Date
Strata Description
Plate Load / Pile Load test 2. Structural Design - Enclosure “B”
Typical Calculations & Structural drawings attached as per the existing building.
Reports of Concrete Test of 28 days results if available, to be enclosed herewith the Grade of Concrete used for foundations, beams, columns & slabs.
3. Frame Analysis - carried out
4. Ductile Detailing
5. Stability Checks
a) Building Frame
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b) Stilt if any
c) Elevation Features
d) Overhead Tanks
e) Cantilevers / balconies
f) Masonry detailing Reports Checked by Audited by
6. Non Destructive Test Reports - Enclosure “D”
• Core tests to determine the estimated equivalent in situ compressive strength & to establish correlation between Rebound hammer test & in situ strength of concrete.
• Rebound Hammer test to estimate the in situ compressive strength of cover concrete.
• USPV test to assess the integrity of concrete.
• Carbonation test to assess the depth of carbonated concrete.
• Half cell potentiometer test to determine the probability of active corrosion.
• Cover test to assess the cover provided to RCC structural members.
7. Steel Test Reports - Enclosure “E”
Source _________________ Tested on ___________
STABILITY CERTIFICATE FOR BUILDING (MILESTONE 4) I hereby certify that I had inspected the above referred building with a view to ascertain the Structural Stability of the building. The structural elements inspected included foundations, columns, beams & slabs at each floor. The observations have been recorded as per the Structural Audit Format as enclosed herewith. I have also gone through the Structural drawings available for the existing building. & have gone through the actual calculations and prepared our own calculations to test the stability of the structure. I have also carried out a number of Non-Destructive Tests to estimate the present strength of concrete, the deterioration of the concrete strength and the level of loss of strength in steel resulting into distress. Based on this, I have worked out a system for correcting the distress of the structure and providing necessary strengthening measures. This was done based on Method Statements prepared for the execution. The building has been repaired accordingly. I therefore certify that the said building structural work is safe and stable for the building user as mentioned in this Stability format. Note: The repaired building is more than _____ years old, as such, it is necessary to monitor the status of repairs so that, if any distress is noticed, the same is notified and corrected immediately.
Structural Engineer Architect Construction Supervisor Owners/ Developers
Caution: Building stability certification is a highly responsible job - involving safety of life and property of residents, passersby and neighbouring buildings.
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List of Plants
SN
Union SN Plant Type Capacity (TPD)
Strength of
Employees
Contract
Demand
KVA
CPP Capac
ity KW
Contact mobile Contact email
1
Ahmedabad
1 Sarkhej CFP 100 44 225 9727722506 [email protected]
2 Uttam Dairy Dairy 160 230 500 8980015722 [email protected]
3 Dahegam CC 30 23 100 9925228310 [email protected]
4 Dhandhuka CC 35 18 125 9925228309 [email protected]
5 Navapura CC 25 100 9925228362 [email protected]
6 Viramgam CC 35 22 100 9925228308 [email protected]
2
Banaskantha
7 Banas, Palanpur CFP 500 110 550
500 KVA 9429407737
8 Banas - I, II & III Dairy 500 1657 4900
3250 KVA 9429407737
9 Dhanera CC 170 35 180 160
KVA 9429407737 [email protected]
10 Khimana CC 220 41 350 250
KVA 9429407737 [email protected]
11 Radhanpur CC 140 22 100 160
KVA 9429407737 [email protected]
12 Tharad CC 200 48 350 250
KVA 9429407737 [email protected]
13 Katarwa CFP 1000 160 1900 1500 KVA 9429407737
3
Baroda
14 Baroda Dairy 380 824 500 937040694 [email protected]
15 Bodeli CC 140 97 125
16 Savli (Gothada) CC 100 23 100
17 Itola CFP 280 11 250
4
Bharuch 18 Bharuch Dairy Dairy 100 163 250 75 9428511407
19 Rajpipla CC 35 12 60 63 9428511415 [email protected]
5 Gandhinaga
r 20 Madhoor Dairy Dairy 150 406 600 0 9904809704
9904809735
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Kaira (Amul)
21 Pune Dairy 200 42 200 0 9765392257 [email protected]
22 Virar Dairy 600 13 2700 0 8550999701 [email protected]
23 Kaira Amul Dairy 2500 836 3200 1250 9727703208 [email protected]
24 Balasinor CC 140 32 150 0 9727703289 [email protected]
25 Kanjari CFP 1050 146 800 0 9727703218 [email protected]
26 Kapdwanj CC 140 17 150 0 9727795702 [email protected]
27 Khatraj Cheese 180 248 2400 0 9727703259
28 Mogar Choco 168 600 0 9727703225 [email protected]
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7
Mehsana
29 Boriavi CFP 350 39 475 9662523214 [email protected]
30 Hansapur CC 260 22 225 332 9974059250 [email protected]
31 Harij CC 130 21 180 298 9974059251 [email protected]
32 Kadi CC 200 22 425 774 9662537525 [email protected]
33 Kheralu CC 350 45 500 642.7 9974059248 [email protected]
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Dudhsagar Dairy, Mehsana
Dairy 2100 2000 2500 5160
[email protected]/ [email protected]
35 Ubkhal CFP 450 48 475 9974059245 [email protected]
36 Vihar CC 430 100 850 1673 9974059247 [email protected]
37 Jagudan CFP 1000 33 1000 2820 9662027390 [email protected]
38 Dharuhera Dairy 3000 5000
39 Delhi Manesar Dairy 1000 2500
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Panchmahal
40 Godhra Dairy 400 468 1350 2500 8285.5
35 9979655033 [email protected]
41 Limbdi CC 30 130 250 372.17 8141952004 [email protected]
42 Chopada CC 200 260 125 1382.3
32 9978993972
43 Ujjain Dairy 100 22 350 125 432.33
3 7566097367
44 Khandia CFP 100 250 100 1231.6
47 9978993974 [email protected]
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Rajkot
45 Rajkot Dairy 100 230 475 336 9727770716 D.M. HIRPARA
46 Wankaner CC 50 14 100 120 9727770773 RAIYANI ASHWIN
47 Jam Kandorna BMC 55 9 90 136 9727770719
JITU RADADIYA
48 Lajai BMC 41 23 100 120 9727770845 KACHHADIYA 49 Majevadi BMC 64 18 86 128 9727770748 R.I. THAKKAR
50 Vichhiya BMC 28 20 80 92 8980036830 PREMAL PATEL
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Sabar
51 Bayad CC 200 16 250 200 9727773742 Mr. Arvindbhai S. Patel
52 Dhansura CC 155 15 200 24 9727773741 Mr.Nikesh bhai
53 Hajipura CFP 450 46 1500 0 9099948068 Mr.Umesh bhai patel
54 Himmatnagar Dairy 900 1221 4000 1720 9727773751 Mr.R J Desai
55 Idar CC 180 16 200 50 9727773743 Mr.Prakash bhai 56 Prantij CC 140 16 200 50 9727773746 Mr.Pasha bhai
57 Shamlaji CC 160 16 190 50 9727773745 Mr.Mahendra bhai
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Surat
58 Bajipura CC 235 137 400 0 9979888124 [email protected]
59 Navi Pardi CC 125 61 400 0 9979888121 [email protected]
60 Sumul Dairy 950 542 2000 0 9979888018 [email protected]
61 Chanlthan CFP 300 96 600 0 9979888083 [email protected]
62 Nizar CC 50 17 130 0 9979888142 [email protected]
63 Uchhal CC 70 50 250 0 9978888015 [email protected]
64 Lahe Dairy 70 10 410 0 9881079668 [email protected]
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12
Surendranagar 65
Sursagar Dairy Dairy 175 20 250
13 Valsad
66 Vasudhara, Boisar Dairy 400 305 1600 2010 9764448387
67
Vasudhara Chikhli (ALIPUR-HO)
Dairy 300 305 1200 560
9377040682
68 Vasudhara , Nagpur Dairy 120 483 600 700 9372360250 ceou25@valsadu
nion.com
69 Motaponda CC 100 30 450 304 9374584961 [email protected]
70 Ice Cream Plant Boiser Dairy 53 230 1450 1250 9823522557 servicesm12@val
sadunion.com
14 Vidya 71 Anand Dairy 100 58 450 0 9375031414 [email protected]
15
Fedn 72
Packaging Film plant ,GIDC PFP 48 72 1600 8000240055
73
Mother Dairy,Gandhinagar Dairy 2500 675 8500 3600 9376977261
17
Amreli Milk Union 74 Amreli Dairy 80 200
18
Bhavnagar Milk Union
75 Sihor Dairy 250 190 100 9374221627 [email protected]
76 Thadach CC 75 24 100 77 Gadhada CC 60 17 100
Kutch Milk Union 78
Bhuj Sarhad Dairy Dairy 25 30 200 83 9327088064
19
Address of Member Unions of GCMMF Ltd
MANAGING DIRECTOR,
AHMEDABAD DCMPU LTD
UTTAM DAIRY
SHUKHRAMNAGAR
GOMTIPUR AHMEDABAD - 380 021
MANAGING DIRECTOR,
BANAS DAIRY
BANASKANTHA DCMPU LTD.,
POST BOX NO 20
PALANPUR 385 001
MANAGING DIRECTOR,
BARODA DCMPU LTD
SUGAM DAIRY
MAKARPURA ROAD
BARODA - 390009
MANAGING DIRECTOR,
BHARUCH DCMPU LTD.
DUDHDHARA DAIRY
OLD NATIONAL HIGH WAY NO - 8
POST BOX NO 29
BHARUCH - 392 002
MANAGING DIRECTOR,
GANDHINAGAR DCMPU LTD
MADHOOR DAIRY
20
NR GIDC ELECTRONICS EST
SECTORE 25 K ROAD
GANDHINAGAR - 382044
MANAGING DIRECTOR,
KAIRA DCMPU LTD
AMUL DAIRY
AMUL DAIRY ROAD
ANAND - 388001
MANAGING DIRECTOR,
MEHSANA DCMPU LTD.
DOODHSAGARDAIRY
POST BOX NO-01
MEHSANA - 384002
MANAGING DIRECTOR,
SABARKANTHA DCMPU LTD
SABAR DAIRY
BARIA SUB POST OFFICE, POST BOX NO 21
HIMMATNAGAR 383 006
MANAGING DIRECTOR,
SURAT DCMPU LTD
SUMUL DAIRY
POST BOX NO-501
SURAT - 398008
MANAGING DIRECTOR,
SURENDRANAGAR DCMPU LTD.
SUR SAGAR DAIRY
DAIRY BUIILDING COMPOUND,
OPP. C.U. SHAH ENGLISH SCHOOL,
21
VADHVAN ROAD, VADHVAN,
SURENDRA NAGAR – 363035
MANAGING DIRECTOR,
VASUNDHARA DAIRY
ALIPUR TALUKA CHIKHILI
VALSAD 396409
MANAGING DIRECTOR,
PANCHAMAHAL DCMPU LTD.
PANCHAMRUT DAIRY
LUNAWADA ROAD
POST BOX NO.37
GODHRA - 38999001
MANAGING DIRECTOR,
RAJKOT DCMPU LTD
GOPAL DAIRY
DOODH SAGAR MARG,
NAVA POWER HOUSE PASSE
RAJKOT - 360003
MANAGING DIRECTOR,
VIDYA DAIRY
GAU CAMPUS
NEAR BORSOD CHOKDI
ANAND – 388110
MANAGING DIRECTOR,
AMRELI DCMPU LTD
AMAR DAIRY
AMAR TRIBHOETO, DHARI ROAD
AMRELI -365601
22
MANAGING DIRECTOR,
KUTCH DCMPU LTD
KHETIWADI UTPANNA BAJAR SAMITI,
VARSHMADI NAKA
NR RAILWAY FATAK, ANJAR
KUTCH - 370110
MANAGING DIRECTOR,
BHAVNAGAR D C M P LTD.
SARVOTAM DAIRY
BHAVNAGAR - RAJKOT HIGH WAY
SIHOR DISTRICT BHAVNAGAR
23
Vendor Registration Form Amul Mother Dairy, Gandhinagar
(A Unit of Gujarat Co-Operative Milk Marketing Federation Ltd Anand)
(FOR AUTHORIZED DISTRIBUTORS/DEALERS/STOCKISTS/TRADERS/SERVICE PROVIDERS)
Category of item/Service for registration:
Name of Firm:
Address of Registered Office:
Phone No
Fax No:
E-mail:
Name of Contact Person (Ahmedabad/ Gujarat):
Status of Firm (outside Gujarat, if any)
In case of Partnership firm
(a)
(b)
(c)
If Proprietary Concern Name & :
Address of proprietary
If Private/Public Limited Co (Memorandum of Association to be enclosed)
Year of establishment of firm :
Category of items to be handled by you and their details
Item Category Size Make Manufacturer Nature of Agency
(Enclose copy of Dealership/Agency approval letter of manufacturer)
Name and address of the dealer/depot from where you get delivery of item offered to us.
Please enclose details of manufacturer for the products offered to us.
Central Sales Tax No.
If excise applicable, current excise duty and details
Applicable CST/ST rate
Last 03years sales (business) of your firm (Average in Rs. Lacs)
24
List of leading buyers from you for the products (services) offered to us.
Item category Name and address of buyer Annual business (Rs. Lacs)
Name of Bankers
IT clearance certificate no. and date (Photocopy to be enclosed)
Latest Annual Report / Auditors’ certificate
In case you are/were a supplier/service provider to co-op. Dairies in Gujarat, please mention (Please attach purchase order copy with form)
Name of Dairy
Item Supplied
Quantities supplied per year
If the business is discontinued with any of them reasons:
Whether any of your relatives is working with us or with our member dairies, if so, details
Any other information you would like to furnish to us
DECLARATION
THE ABOVE IS TRUE IN ALL RESPECTS AND WE UNDER TAKE TO INFORM YOU IF ANY CHANGE IN THE ABOVE PARTICULATS REGARDING OUR BUSINESS FROM TIME TO TIME
PLACE : SIGNATURE OF AUTHORISED REPRESENTATIVE
OF THE FIRM UNDER PROPER SEAL
DATE :
FOR OFFICE USE
VENDOR REGISTRATION NO DATE
CATEGORY
VENDOR NO
INFORMATION RECEIVED RECOMMENDED APPROVED
COMPLETELY SATISFACTORY
PURCHSE EXECUTIVE D.M. PURCHASE OSD
25
Eligibility Criteria
Proven track record of carrying out structural audit of a reputed Industrial plant having minimum manpower of 100 employees and minimum turnover of 10 Crores
Approved or recommended by the reputed organization
Bank Solvency of at least 50% of the quoted price
2 recommending reference letters stating the proven track record of carrying out structural audit in reputed Industrial plant having minimum manpower of 100 employees and minimum turnover of 10 Crores
Experienced and qualified as required at least 2 persons in the organization payroll/ associates/partners
All the necessary documents and supporting must be provided to establish the eligibility criteria. All the documents asked in the vendor registration form also must be submitted. Eligibility criteria shall be evaluated based on the supporting documents provided. No opportunity will be given for furnishing any further document. So, bid must be complete in all respect with all information and supporting documents.
