Unnatti Methodology and Quality Procedure

UNNATTI CONSTRUCTIONS PVT. LTD. (ISO 9001:2000)

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METHODOLOGY Mobilization Planning Project Monitoring General QUALITY CONTROL Procedure Testing Formats Checklist for concrete work, Plaster, Brickwork, Steel etc. S. H. E. POLICY List of completed & on going project ENCLOSURES Company Profile


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METHODOLOGY

A. Mobilization B. Planning C. Project Monitoring D. Quality E. Safety F. General


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A. MOBILIZATION : We will start mobilization with respect to machinery equipment and manpower to the site within 07 days after receipt of LOI with advance. B. PLANNING : On receipt of your LOI and Detail Drawings, a Detailed Bar Chart will be provided by us who will spell out the total plan for the project completion. This Detail Bar Chart will be regularly updated indicating the actual progress achieved vis-à-vis targeted plan both graphically as well as quantity wise and slippage's if any will be identified, highlighted and monitored and controlled. We will ensure that all targets/milestone are continuously monitored and controlled. Our planning team will plan the future activities, procurement of specialized materials, allocating the specialized agencies and over all synchronizing of the various activities. This planning shall be done in consultation with site management. Bar chart monitoring will be done on a Weekly basis. Manpower mobilization chart along with Machinery mobilization chart will be prepared by us at the start of the project and this will be continuously monitored and controlled to provide the necessary inputs.


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C METHODOLOGY ASSUMPTION: 1. Tender Drawings i.e. Architectural Plan Drags issued along with

tender Documents.

2. Owner shall hand over the site free from encumbrance and obstacle.

3. "Good for construction" drawing from RCC Consultant / Architect are

issued to us in advance and suitable time is given to plan and start

construction Activity.

4. Temporary Water & Power for construction purpose shall be given by

client free of cost.

5. Client shall provide necessary land for building temporary site office,

cement godown, Yard for storing materials at free of cost.

6. Period of completion of proposed construction.


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DEVELOPMENT / SUB-STRUCTURE / PLINTH : a) We shall clear the entire lose soil and debris etc. from the construction

Area mechanically / manually as per site requirements. b) The Plot shall be filled up with selected excavated earth available or

murrum brought from outside wherever level has to be developed and leveling carried out with proper consolidation.

c) Building Line out for Foundation of all structure and permanent

Bench Mark shall be got approved from Architect / Consultant before excavation.

d) Based on RCC Design Drawing and Architectural Layout plan, we

shall start excavation work with help of Excavators and disposal carried out by engaging sufficient dumpers.

e) Individual Footings, Stub Columns, Wall footings, of Main Plant and

Non Plant bldg. shall be constructed and Backfilling carried out by earth available at site or brought from outside as per Owner / Consultant advice.

f) Rubble Soling and Grade Slab of Bldg. / Structure shall be carried out

after duly compacting the back filed earth. SUPER - STRUCTURE: a) Based on Structural / RCC Drawings, Framed structure such as

columns, beams, slabs shall be constructed within time schedule with best material and workmanship.

b) Centering and form work activity for RCC slab shall be carried out

with conventional plywood / steel plates / steel prop - support etc. c) The reinforcement steel laying and concreting activity shall follow after

the Shuttering / Formwork is completed. d) We shall Fabricate at site structural steel members and erection

carried out as per specification laid out in tender.


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e) Terrace Waterproofing of Bldg. shall be carried out after completing terrace slab of All Bldg with 10 years guarantee.

f) All above work shall be carried out in presence / guidance of Owner

representative / RCC Consultant. g) All safety measures shall be taken during construction activity. BRICK / BLOCK MASONRY : a) The Brick / Block work shall start simultaneously with completion of framed structure and front available floor / area wise. b) The Brick / Block work shall be carried out with best locally available Blocks/bricks as per Programmed. PLASTER [ INTERNAL & EXTERNAL] a) The internal plastering work shall be carried out as per the Bar Chart and curing carried out sufficiently. b) The external plastering work of Brick wall of Building and other structure shall be carried out as soon as internal plaster and fixing of Door / window Base frame is completed. We shall mobilize adequate Manpower / scaffolding material for carrying out this activity. OTHER MISC. STRUCTURE : a) Construction of Other Misc. Structure such as under ground tanks, Drainage, Roads, Paving, Equipment foundations, Equipment Foundations, Pipe racks etc. shall be carried out as per the Drawings issued by consultants and specification laid out in tender / I.S. Code.


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I) PEAK TIME CONSTRUCTION POWER CONSUMPTION: 440 Volts 3 Phase Connection require at site II) PEAK TIME CONSTRUCTION WATER CONSUMPTION: 80,000 Liters per Day III) PEAK TIME MANPOWER DEPLOYMENT: 1. Unskilled workers : 90 Nos. 2. Carpenters + Helpers : 50 Nos. 3. Reinforcement fitters + Helpers : 20 Nos. 4. Welders, Riggers + Helpers : 02 Nos. 5. Masonry mason + Helpers : 78 Nos. 6. Plaster mason + Helpers : 30 Nos. 7. Electrician & Helper : 03 Nos. 8. Misc : 27 Nos T0TAL : 300 NOS IV) DEPLOYMENT OF PLANT AND MACHINERY DURING PEAK PERIOD: 1. Poclain : 1 Nos. 2. Dumpers : As Reqd. 3. Concrete Mixer : 4 Nos. 4. Concrete Pump : As Reqd. 5. Steel Cutting Machine : 1 Nos. 6. Builder's Hoist : 2 Nos. 7. Welding Machine : As Reqd. 8. Gas Cutting Set : As Reqd. 9. Shuttering form work : As Reqd. 10. Dewatering Pump : 4 Nos. 11. Polishing - machine for Floor : 4 Nos. 12. Vibrator (Diesel) : 4 Nos. 13. Vibrator (Elec.) : 8 Nos. 14. Earth Rammer : 2 Nos. 15. Wheel barrows : 18 Nos. 16. Tractor : 1 Nos. 17. JCB : As Reqd. 18. Roller : 2 Nos.


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V) OUR SITE OFFICE SHALL CONSIST OF FOLLOWING Computer : 01 No Phone : 01 No Fax : 01 No Furniture etc. : 1 Lot VI) OUR SITE LABORATORY SHALL CONSIST OF FOLLOWING: 1. Test Sieve : 2 Lot 2. Slump Cones : 2 Nos 3. Weight Balance : 1 Nos 4. Cubes, Glass Jar etc. : 2 Set 5. Cube testing machine : 1 No 6. Cube Mould : 18 No VII) CEMENT GODOWN : Consider 10 days stock will be 3000 Bags Size 8 X 10 Meters. VIII) LABOUR CAMP : Consider 150 Person during Peak time, the area required for labor Camp 30,000 Sqft. IX) SITE STORE : 700 Sqft. General Civil Items Survey Instruments : Lot. (Theodolite, Dumpy Levels, Level Staff etc.) Safety Items : Lot. (Helmet, Safety Belts, First Aid Box, Safety Net etc.) X) REINFORCEMENT STEEL - YARD 10,000 Sqft. XI) STRUCTRAL STEEL – YARD 10,000 Sqft.


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E. COMPUTER & COMMUNICATION FACILITY : As a standard practice prevalent in our organization, monitoring and control of all projects executed by us has been computerized. In all our sites we installed Computer, necessary telephone and fax facilities to facilitate smooth communication. We hope to provide the same at this site too. F. CO-ORDINATION PROCEDURE 1. Project Coordination : a) Daily Site Review Meeting b) Weekly Site Coordination Meetings c) Fortnightly Project Coordination Meetings d) Monthly Site coordination Meetings f) Detailed Monthly Progress & Status Reports highlighting the progress of all the activities, right from concept to commissioning, Drawing & material Procurement Reports and brief minutes of meetings and action points will be prepared and circulated to Clients by UNNATTI.


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MONTHLY REPORT SHOWING UPDATE PROGRAMME, COSTS & FORCASTS, VARIATION, SAFETY, ETC. UNNATTI will prepare Status Report on Monthly basis with following Annexure: A. Annexure -I Review of Pending Points on various meetings held with clients which are minted. B. Annexure-II, Procurement Schedules, Drawings Schedules and Erection, Commissioning Schedule. C. Annexure-III. Work Progress during and at the end of the month. D. Annexure-V. Updated construction schedule indicating upto date achievement/slippage vis-à-vis planned for civil works. E. Annexure-VIII. Photographs on progress at every month end. G. PROCUREMENT PROCEDURE: UNNATTI will work out the requirement of Brought out item required for the Project. With excellent contacts UNNATTI has with the various suppliers, UNNATTI would be in a position to get more attractive prices for these items. 1. UNNATTI has a Material Manager at H.O. and his duties will be to ensure that all bought out items are delivered on time. 2. UNNATTI shall maintain a regular follow up with the various supplies to ensure that he construction materials are delivered as per the technical requirements and that the delivery schedule is adhered to. 3. Regular inspection of key critical items will also be carried out by UNNATTI. With this we assure you to complete the project within the stipulated time with good quality.


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H. QUALITY STANDARD We have a Quality Control System to meet with the stringent requirement of quality which is followed by us for all the jobs carried out by us. We have a separate Quality Assurance Division reporting to top Management who will ensure that the Quality Control measures are taken in all stages of construction. We shall install this facility at site to test various materials as well as the samples of concrete cubes required by the standard. Parallel for the fabrication work, we have dedicated persons to ensure that the quality standards are adhered to for fabrication, welding and erection. Thus the quality of work is maintained in all works undertaken by us which requires quality standards of multinationals. I. SAFETY : All workers shall be provided with necessary protective & safety equipments in the form of Helmets, Hand gloves, Safety Belts, welders’ goggles, masks etc. by us at site. We shall maintain at all time FIRST-AID BOX at site. Housekeeping shall be carried out regularly. We shall put Caution Sign Board and tape in the vicinity of work place.


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J. WELFARE ARRANGEMENT: 1) Weekly day of rest: Every worker shall be given a weekly day of rest, which shall normally be a Sunday unless fixed and notified in advance. A worker shall not be required to work on weekly rest day unless he has or will have a substituted rest day, on one of the five days immediately before or after the rest day provided that no substitution shall be made which will result in the worker working for more than ten days consecutively without a rest day for a whole day. 2) Accommodation for labour: During the progress of works, the workers will be provided necessary living accommodation and ancillary facilities as follows: a) A hut of Area of 64 sft. Inclusive of cooking place with minimum height 7'-0" at each level with a cooking place adjacent to the hut for each family. b) Temporary latrines and urinals for the use of workers at the rate of four per each one hundred of the total strength. c) Temporary bathing and washing places suitably screened one unit for every 25 persons residing in the camp. 3) Drinking Water: In every work place, there shall be provided and maintained at suitable places easily accessible to the workers a sufficient supply of water fit for drinking. 4) Provision of shelter during rest: At every work place shall be provided with suitable sheds for meals and for rest. These sheds shall always be kept clean.


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5) Crèches: At a place at which 20 or more Women workers are ordinarily employed these shall be provided with at least one hut for use of children under the age of 6 years, belonging to such women. These will be always kept clean. There shall be 2 women to attend to the children. Sanitary, utensils shall also be provided for use of children. The use of these huts will be restricted to children, their attendants and mother of the children. 6) Canteen: A cooked food canteen on a moderate scale shall be provided for the benefit of workers wherever it is considered necessary. K. MEDICAL ARRANGEMENTS: 1) First Aid: At every work place, there shall be provided and maintained in a readily available place First Aid Appliances including an adequate supply of sterilized dressings and sterilized cotton wool as prescribed in the Factory Rules of the State in which the work is carried on. The appliances shall be kept in good order and in large work places, they shall be placed under the charge of a responsible person who shall be trained in First Aid Treatments and who shall also to be readily available during working hours. 2) Anti Malarial Precaution: All anti malarial precautions will be taken including filing up any borrow pits which may lead to ponding and to breeding of mosquitoes


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L. GENERAL: 1) Access for inspection: During the progress of works and maintenance period, proper means of access, ladders, gangways etc. and necessary attendants to move and adapt the same will be provided for inspection or measurements of works. 2) Temporary Works/Facilities: We will provide all such weather proof sheds for storage and protection of materials against the effects of sun and rain. We will provide such temporary fences, guards, approaches, and roads as may be necessary for execution of work and for safeguarding the public. 3) Hazard Identification / Risk Assessment: This is covered under Standard Safety Rules. 4) Personnel protective equipment: This is covered under Standard Safety Rules. 5) Plant, Vehicles Equipment & Tooling: We will provide necessary plant, concrete mixers, hoists, vibrators, scaffolding tackles, cartage, labour and removal of the same at the completion of work. 6) Equipment / Material storage: This is covered under the temporary works / facilities 7) Young Persons: We have a strict control system pertaining to prohibition of employment of young children, non adult workers. NO young person shall be allowed to work on any of our work sites.


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LIST OF DRAWINGS REQUIRED FOR EXECUTION OF PROEJCT: ARCHITECTURAL DRAWINGS: A) GENERAL LAYOUT - SHOWING PROPOSED BUILDING, ANCILLARY

UNITS ETC. B) CENTRE LINE DRG. SHOIWNG LOCATION OF COLUMNS @ GR.

FLOOR LVL WITH OFFSETS C) FLOOR WISE PLAN AT ALL LEVEL. D) SECTIONAL DETAIL DRAWING. E) ELEVATION - AL SIDE (i.e. NORTH, SOUTH, EAST, WEST). F) SECTION THROUGH STAIRCASE AND TOILET BLOCK. G) SCHEDULE OF DOOR & WINDOWS. H) ELECTRICAL LAYOUT - CONDUITING AT ALL SLAB LEVEL. I) ELEC. PLAN & ELEVATION OF INDIVIDUAL ROOM INDICATING

LOCATION OF ELEC. FITTINGS ETC. J) PLUMBING LAYOUT / PIPING ARRANGEMENT DRAWING. K) FALSE CEILING LAYOUT PLAN SECTION.L L) FLOORING & DADO DETAILS - PLAN & ELEVATION. M) OTHER FINISHING DETAILS, SCHEDULE OF FINISHING ETC.


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STRUCTURAL / R.C.C. DRAWINGS: 1. PROPOSED BLDG. CENTRE LINE - PLAN / LAYOUT - SHOWING

COLUMNS. 2. U.G/TANK RAFT AND WALL DETAILS / SCHEDULE. 3. COLUMNS SCHEDULE FROM GROUND FLOOR TO TERRACE

FLOOR. 4. SLAB DETAILS @ FLOORWISE - PLAN & SECTION. 5. BEAM / SLAB SCHEDULE. 6. STAIRCASE DETAILS. 7. GENERAL DETAILED DRAWING. 8. STRUCTURAL STEEL - PLAN / JOINTING DETAILS. 9. FABRICATION DRGS / SCHEDULE OF STRUCTURAL STEEL

MEMBERS. 10. O.H. WATER TANK PLAN & SECTION. 11. SWITCHYARD / SUBSTATION / MCC PANEL ROOM etc. MISC. DRAWINGS: A) ROAD /STORM WATER DRAIN. B) COMPOUND WALL DETAILS. C) CULVERT & RETAINING WALL DETAIL ETC.


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PLANNING / BACKUP CALCULATION. 1. EXCAVATION / SITE GRADING WORK. Tender qty: 15265m3 Output/Poclain=500Cum/8 Hours. 15265/500=30 days. FILLINGH Tender qty: 53137m3 1500 m3/day filling 15 dumpher/day 53137/1500=35.42 days say 40 days 2. PLAIN CEMENT CONCRETE: PCC Activity shall follow as soon as we reach the desired Excavation level based on Consultant Design. The excavation shall be carried out from one end of the Bldg. towards other end, so that PCC activity can be carried out simultaneously. 3. ACTIVITY UPTO GROUND LEVEL: This Activity includes Constructing Raft, Columns, Back filling incl. Consolidation, Rubble soling. 4. SUPERSTRUCTURE: a. FORMWORK / SHUTTERING: Total shuttering =18000sqm 1carp+1 help=4.5sqm/day 18000/4.5 = 4000 nos. Total days= 90 days. 4000/90 = 44.44 say 45 nos SHUTTERING MATERIAL REQUIRED:


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Consisting of Shuttering Plates, Acrows Span, Props, Plywood Sides, Bottom, Silver wood Battern, Joist, Couplock system, Couplers, Stirrup head etc C. REINFORCEMENT WORK: All reinforcement steel shall be stacked at steel yard i.e. near to site, cut with help of Reinforcement Cutting Machine, transported to work place. The steel shall be cut based on Bar - bending schedule prepared by our Q.S. at site. Tender qty= 250MT Out put 1 fitt+1 help=180kg/days 250000/180=1388 nos. 1388/90days=15.42 say 16nos CURING: We plan to build loop line all around Building with intermediate nozzles provides at every interval for curing purpose. MASONARY WORK: Tender qty = 4125m3 Output 1massn+1 helper=1.2m3/day 4125/1.2=3438 nos 3438/45daye=76.4 say 77 nos INTERNAL, EXTERNAL PLASTER: Tender qty =16275m2. Output 1massn+1helper=12m2/day 16275/12=1356nos 1356/45days=30 nos FORMWORK METHODOLOGY GENERAL Formwork shall consist of shores, bracings, sides of beams and columns, bottoms of slabs, etc including ties, anchors, inserts, etc. and shall be properly designed and planned for the work. Formwork may be of Timber, Plywood, metal etc.


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Formwork shall be so constructed that vertical adjustments can be made to compensate for take up and settlements. Wedges shall be used at the top or bottom of timber shores, to facilitate vertical adjustment or dismantling of the formwork. Good quality 'Acrow' spans, steel plates, steel props shall be mobilized for the provision of smooth surface finishes. We shall indicate quantities of such formwork and associated materials on mobilizing after award of work and receipt of dregs. Fabricated structural steel sagging (as read. based on structure) and steel pipe scaffolding shall be used. DESIGN OF FORMWORK The design and engineering of the formwork such as drawings, sketch or calculations shall be submitted to the Client / Consultant Engineer for approval before proceeding with the work. The design shall take into account all the loads such as live loads, self weight, vibration loads etc. The Adjustable Steel Props with stirrups heads shall carry vertical loads and steel pipes shall be clamped for horizontal bracings. FORMWORK REQUIREMENTS Formwork shall conform to the shapes, lines, grades and dimensions including cambers of the concrete as required by design. Ample struts, walers, braces, ties, shores etc. shall be used to hold the formwork in proper position without any distortion whatsoever until the concrete has set sufficiently to permit removal. Formwork shall be strong enough to permit the use of immersion vibrators. Faces coming into contact with concrete shall be free from adhering grout, plaster, paint, projecting nails, splits or other defects. Joints shall be sufficiently tight to present loss of water, cement and fine materials from concrete.


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All new and used timber shall be maintained in a good condition with respect to shape, strength, rigidity, water tightness, smoothness and cleanliness of surfaces. BRACINGS, STRUTS AND PROPS Formwork shall be braced, strutted, propped and supported so that it shall withstand the load of concrete, movement of men and materials. Formwork to beams and slabs shall be so erected that the formwork on the sides of beams and under the soffits of slabs can be removed without disturbing the beams bottoms. Vertical props shall be supported on wedges or by means of adjustable stirrups head whereby props can be gently lowered vertically while striking the formwork. For double high support either H - frame/cuplock shall be used or double staging support shall be erected. SHEAR WALL / COLUMNS - TIES Tie Rods - threaded on both sides with bolts and cone shall be used for External Shear wall / Columns of size greater than 600 mm and Tie Rods threaded on both sides with pipe sleeve shall be used for internal Shear wall /Columns of size greater than 600 mm. The Side of Shear wall / Column will be made out of Plywood or Steel Plates. CLOSING OF GAPS Masking tape shall be used for closing tags between steel plates and Patra patti used wherever Plywood is used. MOULD OIL


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The faces of formwork coming into contact with concrete shall be cleaned and mould oil or other equal and approved material applied before fixing reinforcement and pouring concrete. REMOVAL OF FORMWORK We shall keep record in a register the date upon which concrete is poured in each part of the work and the date on which the formwork has been removed there from. The formwork shall be struck only when concrete reaches the strength to withstand various loads while striking. (As per IS code). Striking shall be done slowly with outmost care, to avoid damage to any projections and without shock or vibration. Any embedded timber shall be removed and made good the surface. REUSE OF FORMWORK All formwork shall be thoroughly scraped, cleaned, nails removed, holes plugged, joints examined and repaired before reuse.


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UNNATTI CONSTRUCTION PVT. LTD.ORGANIZATION STRUCTURE

PUNE OFFICE

MANAGING DIRECTOR

BOARD OF DIRECTORS

GM PROJECTS

PLANING MANAGERS

SAFETY MANAGER

PROJECT MANAGER

PURCHASE & CONTRACTS

FINANCE & ACCOUNTS

CONSTRUCTION TEAM


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QUALITY CONTROL/ QUALITY ASSURANCE


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QUALITY CONTROL - PROCEDURE

A] MAINTAINING POUR CARD REGISTER

- MIX / GRADE - SLUMP CHECK - BULKAGE / SILT CONTENT OF SAND - W/C RATIO

B] MATERIAL TESTING I] CEMENT II] SAND III] AGGREGATE IV] REINFORCEMENT STEEL V] STRUCTURAL MATERIAL VI] BRICKS / BLOCKS VII] TIMBER VIII] WATER IX] FLOORING MATERIAL X] PLUMBING ITEMS XI] COMPACTION TEST- ROAD/ SOIL XII] ELECTRICAL ITEMS D] SETTING UP OF FIELD LABORATORY WITH TESTING EQUIPMENTS. E] CONRETE CUBE TEST REPORT REGISTER. F] MAINTAINING CHECKLIST REGISTER FOR ALL CIVIL WORKS :

1 RCC WORK 2 MASONRY WORK 3 PLASTER- INTERNAL 4 PLASTER - EXTERNAL 5 FLOORING WORK 6 WATERPROOFING 7 PAINTING 8 PLUMBING 9 ELECTRICAL 10 DOORS/ WINDOWS


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QUALITY ASSURANCE FIELD TEST-SIEVE ANALYSIS-SAND

SL. NO.: DATE :

Name of Customer : Name of Contractor : Name of Work : a] Aggregate specimen :

Fine Aggregate sand.

b] Date of Receipt

c] Weight of Sample :

d] Date of Testing :

e] Physical Inspection.

IS Sieve Designation

Weight Retained Gms'

Cumulative weight retained Gms'

% Cumulative weight retained Gms'

% Passing

10 mm 100 4.75 mm 90-100 2.36mm 60-95 1.18 mm 30-70 600 Microns 15-34 300 Microns 5-20 150 Microns 0-10 Passing 150 Microns

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Fineness Module........................ Moisture Content. ..................... Silt Content ............................... Bulkage......................................

Tested by :

CONTRACTOR'S ENGINEER

Remarks 1. Accepted ................................... 2. Acceptable subject to screening............................... 3 Acceptable subject to washing ................................ 4. Rejected. ...................................

Checked by:

CLIENT/CONSULTANT


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QUALITY ASSURANCE FIELD TEST-SIEVE ANALYSIS-AGGREGATE SL. NO.: DATE :

Name of Customer : Name of Contractor : Name of Work : a] Aggregate specimen :

Coarse Aggregate

b] Date of Receipt

c] Weight of Sample :

d] Date of Testing :

e] Sieve Analysis

IS Sieve Designation

Weight Retained Gms'

Cumulative weight retained Gms'

% Cumulative weight retained Gms'

% Passing

Actual Permissible 20mm 95-100 10 mm 25-55 4.75 mm 0-10 2.36 mm f] Physical Inspection : ..................... i] Rounded. ...................................... ii] Flaky ........................................... iii] Containing organic matter .......... iv] Containing Dust/Powder. ............

Tested by :

CONTRACTOR'S ENGINEER

Remarks 1. Accepted.................................... 2. Acceptable subject to screening .............................. 3 Acceptable subject to washing ................................ 4. Rejected. ...................................

Checked by:

CLIENT/CONSULTANT


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CONCRETE POUR CARD SL. NO. .................

DATE ..................... NAME OF CUSTOMER .............................. NAME OF WORK ............................... WORKSITE :............... GRADE OF CONCRETE ............................... LOCATION OF CONCRETING ........................... REFERENCE DRAWING ............................... (WITH REV. NO.) SLUMP CEMENT RATIO ................................. INSPECTION ITEMS ................................. A) CEMENT B] SAND: C] METAL : Grade: Bulkage: Size/ Volume : Company : Silt Content: PPC/OPC/SRC : Volume: 1) CO-ORDINATES : 2) LEVEL : 3) SHUTTERING/CENTERING : 4) REINFORCEMENT STEEL : 5) INSERTS : 6) ANCHOR : 7) POCKETS/OPENING : 8) MEASUREMENT : 9) COVER TO REINFORCEMENT : 1) P.C.C. QUANTITY : 2) R.C.C. QUANTITY : 9) TIME OF COMMENCE EMENT : FROM : : TO: : 10) CEMENT CONSUMPTION : Estimated Actual BAGS : CUBE IDENTIFICATION NOS. : TEST REPORTS REF. : AUTHORISED TO POUR" ------------------------------- ---------------------------------- UNNATTI CONSTRUCTION CLIENT/CONSULTANT


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CHECKLIST FOR CONCRETE

1 WATER : a] Clean & Potable Water source.

b] Water supply for Mixer

c] Curing arrangements with tap (nozzle) water supply.

d] Curing Tank water supply.

e] Water supply for laborers

2 CEMENT : a] Constant source & Grade

b] Proper airtight storage godown with 2 doors.

c] Proper storage of Mixer on Platform.

d] Cement Bag weighing facilities.

e] Calibration of weight balance (20+20+10 Kgs.)

3 FINE AGGREGATE : a] Constant source (check Sand Zone or FM)

b] Washing facilities

c] Screening facilities

d] FA1 & FA2 separated by partition or separate bins.

4 COARSE AGGREGATE :


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a] Constant source (ensure no Crusher Grit & Dust)

b] CA1 & CA2 separate by partition or separate bins.

5. SAND BULKAGE TEST : a] Steel Measuring Box [Farma] watertight. b] Large [1.2 x 1.2 m] plastic sheet. c] Bucket of Water. d] Measuring Tape. e] Straight edge or ruler. 6. AGGREGATES BATCHING : a] Calibrated Weigh batcher with aggregates in bins b] Varying Measuring Boxes (Farmas] 12 Ns. c] Mixer Blackboard. 7. MIXER : a] Clean Hopper.

b] Clean Drum

c] Check Mixer Blades gaps [not greater than 30 mm]

d] Check Hopper vibrator [adjust engine cum turn bcukle]

e] Mixer calibrated tank.

f] 2 x 200 litre drum full of water

g] Tap supply under Mixer Operator's control

h] 5 Litre "Bhisty" oil tin & 1 litre oil tin.

i] Unloading Chute


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j] Clean flat unloading steel platform or skip.

8. QUALITY CONTROL [QC] a] Lab Technician at Mixer point. b] Slump Cone with 16 mm dia. 600 mm long rod. c] 15 cm Cube Moulds, clean, all bolts - 6 Nos. 9 BUILDER'S HOIST : a] Braced with structure,. b] Skip Pit deep enough for 45 slope of mixer chute. c] Top pulley with extra tower frame for top 45 chute. d] Top platform for worker to tilt concrete skip. e] Top unloading chute. 10 TRANSPORTING CONCRETE : a] Clean trolley skip or unloading steel tray for head load. b] Banging plate for workers Pans [ghamellas]. c] Trolley Track/One way walking stools [ghoddas]. 11 CONSTRUCTION JOINTS : a] Plan showing locations b] End Stopper Formwork. 12 CONCRETE STRIPS : a] Layout Plan concrete of strips to prevent cold joints.


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b] Thickness stools [ghoddas]. 13 WALKWAY TOOLS :

a] Width of walkway plank minimum 230 mm [9"].

b] Maximum length 2.4 m [8-0"].

14 VIBRATION [per Mixer]. a] 3 Nos. Needle Vibrators - 2 Electric + 1 Petrol.

b] 2 Nos. Spare Needles

c] 5 Litre tin with petrol [emergency].

d] Leveling Beam.

f] Masons Trowel - 2 Nos.

g] Masons Floats (Parts).

h] Masons Wooden 1.0 m long Wooden Float [mothia].

i] Sponge or Jute cloth to remove surplus 'Bleed' Water.

j] Hessian cloth/plastic sheets for curing [hot weather].

15 CONCRETE MIX DESIGN : a] Analysis of Aggregates to be used.

b] Full Scale Works Trial Mix [WTM] at reputed Laboratory.

16 FORMWORK & FALSSEWORK :

a] General Arrangement Drg.

b] Detail Sketches [junctions, etc.].

c] Inspection.

17 REINFORCEMENT BARS [Rebars] : a] Cover [Bottom, Side & Ends]

b] Vibrator Needle entry.


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CHECK LIST FOR MASONRY

Project : _______________ Building Name : ______________ Location : _________ 1] Chipped out set mortar along the line of masonry work

2] Layout of 1st layer completed & certified.

3] Hacking to RCC columns & beam bottom where masonry is butting.

4] Openings for door, windows, AC units & other cutout etc.

5] Erection of doors, windows with necessary hold fasts.

6] Racking of joints and surface cleaning.

7] Verticality of walls & corners.

8] Thickness of joints as per specification.

9] Patli's with 2 re-bars in patti [in partition walls -115 mm thk]

10] Proportion of mix as per specification.

11] Wetting of Bricks before use.

12] Availability of measurement box [Farmas] for mortar to mix.

Site Engineer

CERTIFICATION OF LAOUT OF MASONRY WORK The above layouts is checked by me & found O.K. Comments, if any : _____________________________________________________ _____________________________________________________

_____________________________________________________

Name Signature

UNNATTI Engineer ____________________ ________________________ Client/ Consultant Engineer : ______________ _________________________


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CHECK LIST FOR INTERNAL PLASTER

Project : _______________ Building Name : ______________ Location : _________ 1] Completion of concealed electrical/plumbing lines.

2] Adequate hacking on all RCC surface.

3] Ghadai [cutting of bulges] of RCC [if any].

4] Leakages if any [toilets/wc] attended.

5] Window sill completed.

6] Window plumb & level checked.

7] Vericality of window/door frames.

8] Watering (Tarai) is done on day before.

9] Fixing level pads [Dhadas] in plumb.

10] Availability of Farmas for mortar mixing.

11] Concrete nails to door hold fasts on colomns side.

12] Fixing Chicken mesh at RCC/masonry joins.

13] Availability of mortar trays [optional].

14] Changes [Alterations] if any completed.

15] Fan hooks on ceiling in position.

16] Junctions boxed temporarily sealed.

17] Whether floor is clean before plaster.

Name Signature UNNATTI Engineer : _________________ ______________________ Client / Consultant Engineer : _______________ _______________________


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CHECK LIST FOR EXTERNAL PLASTER Project : _______________ Building Name : ______________ Location : _________ 1st Coat : 1] Clear upto 1' - 0" below P.L. including leveling the area .............................

2] Erecting Double Scaffolding /H. Frame scaffolding ...................................

3] Availability of Mixer Machine ....................................................................

4] Availability of Mortar Trays at respective floors .......................................

5] Marble cill in window opening fixed before hand. .....................................

6] Concrete coping completed on parapet walls ...............................................

7] Level Pad [DHADAS] given on wall ..........................................................

8] "Line Dori" fixed on corners .........................................................................

9] Adequate Hacking ext. RCC Surface .........................................................

10] Building of concrete to chip off

11] Plumbing /Soil line holes made

12] Groove/Pattas [if any] detail obtained from Architect

13] Chajja level and terrace level in order

14] Slab closed from top in duct area as instructed

15] Fungus and dirt cleaned

16] Masonry joints, if left over, to fill with Cement mortar

17] Joints between top layer of Masonry and beam bottom to fill with mortar

18] Cement of proper grading available

19] Sand in required fineness available

20] Exposed steel covered with concrete

21] Chicken mesh to fix at junction of Masonry and RCC

22] Wall moistened well in advance [Tarai]


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23] Empty gunny bags to lay adjacent to plinth wall to collect fallen mortar

24] Plaster to start from Parapet inside at 1'-0" above terrace level.

25] Window opening sealed [if tiling work etc. is done inside] wide plastic etc.

2nd Coat : 1] Enough curing is done to 1st coat

2] Sufficient time gap [2 days] is given between two coats

3] Sand of proper fineness available

4] Waterproofing compound available for 2nd coat

5] Plastering machine (Gudgudi) available

Name Signature UNNATTI ENGG. ______________________ ________________________ Client / Consultant Engineer : ______________ ________________________


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CHEK LIST OF TERRACE WATERPROOFING [A] Brick Bat Coba :

Date : Project : _______________ Building Name : ______________ Location : _________ 1] Surface cleaned absolutely including removal of fungus.

[if necessary with wire brush]....

2] Chipped off set Mortar

3] Hacked for any requiring injection grouting

4] Nos. of R.W.P. or as per area [Soft/pipe of 4" dia.]

5] Jamming R.W./Plumbing outlets with concrete.

6] Exposed steel to cover with concrete [if any]

7] Ridges and slopes finalized as per drawings

8] Correct size & quality of Brick bats

9] Use of W.P. Compound

10] Correct proportion of mortar as specified

11] Cement of not more than 43 grade

Name Signature UNNATTI ENGG. _______________________ ________________________ Client / Consultant Engineer : ______________ ________________________


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CHEK LIST OF TOILET WATER PROOFING - PART - 1 1st Coat of Plastering - Part - A :

Project : _______________ Building Name : ______________ Location : _________ 1] Sunk portion totally cleaned of debris/fungus. 2] Leakage if any to be checked & grouted. Before Waterproof Plaster 3] Openings for plumbing outlet to be completed. 4] Check about availability of WP material.

CHECK LIST FOR TOILET WATERPROOFING - PART B : Brick Bar Coba & 2nd Coat of Plaster:

1] All plumbing wall is in order ...................................: 2] The area is clean of all the debris/fungus ....................: 3] Proper sizes/quality of Brick Bat available ................. : 4] Waterproofing compound available .......................... : 5] Provision/Pipe of wash basin toilet laid : .................. Name Signature UNNATTI ENGG. _______________________ ________________________ Client / Consultant Engineer : ______________ ________________________


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CHECK LIST FOR TILING :

Project : _______________ Building Name : ______________ Location : _________ 1] Surface is cleaned in advance.

2] Bedding Mortar proportion & thickness as per specification.

3] Required door shutter height is available.

4] Defective tiles removed after checking & tiles are of correct size as required.

5] Level pads for bedding mortar.

6] Marking of level lines on all walls.

7] Soffit of loft in toilet is in level, if not to be corrected as instructed.

8] Toilet floor as per drawing

9] Dado as per drawing to match C.P. Fittings, Window cill.

10] Dado to be in perfect plumb & right angle.

11] Tile joints racking, cleaning & later filling with matching cement & colour and

removal of excess material from joints.

12] Cutting done in tiles for electric & plumbing points to be perfect.

13] Cut pieces where required made with machine.

14] Tiling work is matching in colour/design.

15] Skirting to be in plumb and right angle and flush with wall

16] Polishing done with proper stone [in case of Kota / Marble any]

17] Height of skirting & dado as specified

18] Slope provided wherever required especially below kitchens, toilets and

washing places



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CHECK LIST OF PLUMBING WORKS - PART A :

Project : _______________ Building Name : ______________ Location : _________ 1] Drawing verified with site condition .

2] Level of 1s chamber to be checked & verified

3] Slope as per Local Authority rules available at size

4] Materials available are as per standards & specifications.

5] Sizes of man holes as required

CHECK LIST FOR PLUMBING WORKS - PART B

Down take [Drainage] : 1] All shop drawings available 2] Materials at site as per specifications 3] Holes from toilets are in line as required

CHECK LIST OF PLUMBING - PART C : G. I. Looping & Down take :

1] Shop drawings available :

a) For Terrace looping

b) For Toilets details

2] Material as per specification

3] Wall chasing to be verified for GI/Copper pipe layout

inside toilets [concealed]



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STEEL RECEIPT STATEMENT [MONTHLY] Date : ________ PROJECT ____________ BUILDING __________ ENGINEER _____________

DEAILS OF ROLLING MARGIN DONE UPTO ______________ DATE QTY AS PER

CHALLAN NET QTY RECD.

ROLLING MARGIN

Previous Qty. upto TOTAL % of Rolling Margin : Wt. of steel considered [a]

MARGIN [b] Net effect [c] = [a]+[b]

% of Rolling Margin c/a x 100

Total + - STATEMENT OF RECEIPT OF STEEL : Month Weight of Steel Total Previous qty. upto .....

6 mm 8 mm 10 mm 12mm 16mm 20mm 25 mm

TOTAL SUMMARY : Total Steel Recd. upto ___

Effect of Rolling Margin

Net Received

Consumption Send to other site

Scrap Balance

+ - REMAKRS (if any] : Client / Consultant Engineer UNNATTI Site Engineer


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MATERIAL TESTING

CEMENT I] FIELD TESTS : 1] IDENTIFICATION : Grade, Date of mfr., Co., Factory, weight, Cement

should not preferably be older than 30 days. However, maximum storage to be of not more than 60 days. Loss of strength by cement percentage wise is as follows : 2 months - 20% 6 months - 30% 12 months - 40% 24 months - 50%

2] FRESHNESS : No lump to be present. 3] FINENESS : Silky touch & if hand immersed it should be cool. 4] FLOATING Should float on water before sinking 5] PASTE : Should gain some strength after 24 hours curing 5

cm x cm x 5 cm cement cubes in plastic/tin boxes to be made. Keep in water and after 24 hours the edges should remain sharp.

6] ORIGINAL STITCHING

: Should be intact.

7] WEIGHT : 50 Kg. II] LAB TESTS : 1] FINENESS

(IS 4031 - 1968) a] By Sieving through 90 microns (IS 460-1962)

% retained will not be more than 10%. b] Blaine's sair permcability (IS 269-1976)

Sq. surface < 2250 m2/gm 2] SOUNDNESS

(IS 4031-1968] a] By LeChatlair's [unaerated] [IS 269 - 1976)

b] Autoclave method. 3] SETTING TIME

(IS 4031 - 1968] a] Initial setting time < 30 min.

b] Final setting time > 600 min.


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STEEL I] FIELD TESTS IS 1786 - 1979 1] Marking : Trade & Brand name, grade, ISI Mark. 2] Pitch of twist Bar : 8 to 12 times nominal dia of bar. 3] Colour : Steel Grey 4] Weight : Per meter length

6 mm 8 mm 10 mm 12 mm 16 mm 20 mm 25mm

Kg/m 0.22 0.39 0.62 0.89 1.58 2.47 2.98 5] Variation in wt. : Permissible limits as per IS 1786-1985 is as follows Upto 10 mm ± 7% Upto 16 mm ± 5% Above 16 mm ± 3% For 6 mm coils ± 8% 6] Rusting : Should not be there 7] Dia. : As required. 8] Bending : Smooth for bending No. Cracks. II] LAB TEST : 1 ELONGATION

In % [on gauge length of 5.65A, where A is cross sectional area.

IS 1786 - 1979 II revision

14.8%

2 0.2% proof stress 415 N/mm2 3 TENSILE STRENGTH Min.15% more than

0.2% actual stress


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CHEMICAL COMPOSITION IS 1786 - 1985 Constituent Percent Max. Fe415 Fe500 Fe550 Carbon 0.30 0.30 0.30 Sulphur 0.060 0055 0.055 Phosphorus 0.060 0.055 0.055 Sulphur & Phosphorous 0.11 0.105 0.10 Permissible limits for PRODUCT ANALYSIS Constituent Variation over specified max. limit

Percent max. Carbon 0.02 Sulphur 0.005 Phosphorus 0.005 Sulphur & Phosphorous 0.010 In case of deviation form the specified max., two additional test samples shall be taken from the same batch & subjected to tests in which original sample failed. Should both samples pass the test the batch shall be deemed to comply with IS. Should any one sample fail batch shall be deemed not to comply.


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FINE AGGRGATE 1] SILT % IS 383 - 1970 Should not be more than 7-8% by vol. 2] FINENESS MODULUS IS 383 - 1970 FM may range 2.6 to 3.6% for concrete Upto 3% for masonry Upto 1.6% for plaster. 3] ORGANIC IMPURITIES : By visual inspection No lumps & Shingles

COARSE AGGREGATE FIXED TESTS : 1] Shape Angular/flaky/hard 2] Size As required. 3] % Mixture No mixing to be observed 4] Quality of stone Blackish/gray uniform colour & hard. 5] Absorption of water in 24 hrs. 5% by weight

BRICKS 1] Colour Reddish & uniform 2] Edges Sharp straight at right angle 3] Sizes Ordinary Brick : 23 x 10 x 9 cm / 7.5 cm 9" x 4"x 3.5" / 3" Gattu Brick : 23 x 15 x 10 cm 9" x 6" x 4" 4] Water absorption : 20% by wt. 5] Soundnes : Good, clear ringing sound. 6] Burning : No over burnt or under burnt. 7] Strength : Drop from 2' - no. breaking.


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LAB TESTS IS 1237 - 1980 1] Water absorption Average value shall 10% 2] Wet transfer strength Average value 3 N/mm3 3] Resistance to wear a] For general purpose Average wear 2.0 mm Wear on individual specimen 4 mm b] Heavy duty floor tile. Average wear 2.00 mm Individual wear 2.5 mm

CERAMIC / GLAZED TILES 1] Size, Quality, Colour As specified. 2] Diagonals Equal. 3] Edges. Unbroken. 4] Evenness in top layer. Smooth & straightness. 5] NO cracks, cavities, holes 6] Corners not broken. 7] Thickness 5 mm 8] Top finishing & glazing.

GRANITE / MARBLE / TANDOOR / STONE SLABS 1] Size, Colour, Quality. Should be of uniform colour size & quality. 2] Check for polishing quality & One face should be polished with 4 cutting Sides machine cut. 3] Edges, diagonals. Correct. 4] Performance of top layer. Free from cracks, cavity, holes etc. 5] Uniform thickness. 6] Straight


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LAB TESTS IS 3102 - 1965 S. No.

Class Designation

Compressive strength in kg/cm2 min.

Water absorption after 24 h immersion in cold water, percentage max.

Efflorescence Tolerance on dimension percentage.

1 Class HI 440 5 NIL +3 2 Class H II 440 5 NIL +3 3 Class F I 175 12 Very slight +3 4 Clss F II 175 12 Slight +3 5 Class I 70 20 Very Slight +3 6 Clss II 70 20 Slight +3 7 Class LI 35 25 Very Slight +3 8 Class LII 35 25 Slight +3

SOLID LOAD BEARING BLOCKS FIELD TESTS IS 2185 [Pt 1] 1979 1] Size As required [Tolerance +5 mm for length & +3 mm for height & width]. 2] Edges Should be sharp, straight & at right angle. 3] Texture Homogeneous 4] Defects Free from cracks. 5] Str. Should not break dropped from 1 m height 6] Absorption 10% by wt. 7] % of breaking. 3% LAB TESTS 1] Density 1800 kg/cum 2] Compressive Str. Average 4 N/mm2 [Average of 8 units] 1 No. 3.2 N/mm2 3] Water absorption. 10 by mass 4] Drying shrinkage 0.1%


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MOSAIC TILES

FIELD TESTS : 1] Size 25 cm x 25cm x 22 mm [10" x 10"] 30 cm x 30 cm x 25 mm [12" x 12"] 2] Colour Grey/White.

WATER Quality : Potable water can be made use for concrete mixing. It should be clean and free from injurious amounts of oils, acids, alkalies, salt & organic material. Revised IS 456 - 1978 gives max possible limits for solids. Details of permissible limits : Max Organic 200 ppm Inorganic 3000 ppm Sulphate 500 ppm Chloride 2000 ppm for plain & 1000 ppm for reinforced. Suspended matters. 2000 ppm PHt value. 6 to 8 IS 3025-64 : Lays down that average crushing strength of 3 Nos. of 15 cm concrete cube made with water proposed to be used should not be less than 90% of average strength of 3 similar cubes made with distilled water.


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S. H.E. Policy

(Safety, Health & Environment)


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CONTENTS 1. Control

2. Co-ordination Monitoring

3. Monitoring

4. Records

5. Accident Prevention, Organization and Facilities

6. Fire Prevention

7. Personal Protection

8. Electrical Installation

9. Protection

10. Ladders

11. Scaffolding

12. Hoist, Cranes & Derricks

13. Barricades

14. Handling & Storage of materials

15. Flammable Materials

16. Excavation & Shoring

17. Concrete construction

18. Masonry

19. Health Standards

20. Environmental Protection

21. Checklist for monitoring Safety at site

22. Incident Log

23. Accident log

24. Incident Report

25. Accident Report

26. Weekly S.H.E. Report


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SAFETY HEALTH ENVIRONMENT POLICY

1.0 Control : Sub contractors / Labour shall be briefed by UNNATTI about the safety policy and site rules at an initial safety meeting. Decisions on all other matters affecting health and safety shall be taken so that the responsibilities of all parties are made clear before the commencement of work. Such matters include, inter alias,;

• Appropriate precautions and work methods for identified hazards or hazardous work.

• Necessary plant and equipment and arrangements for its provision, maintenance, use and inspection.

• Workforce safety. • Arrangements for some form of induction training for new-starters on

site. • Arrangements for promulgating health and safety information e.g. on

site notice board. Health and safety arrangements shall be reviewed at the first project meeting, where the site management can set the tone for the conduct of work by resolving, at an early state, any difficulties which may raise. 2.0 Co-ordination : The UNNATTI representative shall be totally responsible for compliance with health and safety codes UNNATTI shall appoint a Safety Supervisor/Officer who will be sitting once a week and shall report to the Site IN Charge UNNATTI representative shall make suitable arrangements to ensure the effective co-ordination of the work on site. He shall ensure that he is kept informed on a day to day basis of the progress and problems which may arise. Clear lines of communication shall be established between the Client and the Safety Officer and sub-contractors and/or other contractors on site. Operatives will be made known whom to contact regarding health and safety matters. Such effective co-ordination will be enhanced by ensuring that "health and safety" figures show prominently on the agenda of regular project meetings the Safety Officer shall provide a weekly report to the Client. 3.0 Monitoring : Arrangements shall be made for health and safety monitoring on the Site on regular basis. This will include not only ensuring the safety of such items as scaffolding, excavations and plant but also environmental matters such as hazardous dust, fumes, noise, etc.


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SAFETY HEALTH ENVIRONMENT POLICY 4.0 Records : The UNNATTI shall ensure that all statutory notifications, examinations and inspections are carried out and all records in relation thereto shall be maintained on Site by the Safety Officer. 5.0 Accident Prevention, Organization and Facilities : 5.1 Trained First Aid Person. UNNATTI shall provide such numbers of suitable persons, adequate and appropriate in the circumstances, for rendering first aid to employees if they are injured or become ill at work. 5.2 UNNATTI shall ensure that at least one first Aider is present when the number of employees at site is between 150 and 250. Appropriate vehicles for the transportation of injured personnel to a physician or hospital shall also be provided on a permanent basis. 5.3 First Aid Kit : Regardless of the number of employees there will be at least one first aid box on site. Each box shall be placed in clearly identified and readily accessible location and contain a sufficient quantity of suitable first-aid materials. Boxes and kits shall be checked frequently to ensure they are fully stocked and all items are in a useable condition. The first-aid box shall be clearly marked with a white cross on green background. 5.4 Emergency Phone Number : UNNATTI shall ensure that the following telephone numbers are available at al times with UNNATTI representative and the Safety Officer.

FIRE AMBULANCE DOCTOR HOSPITAL


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SAFETY HEALTH ENVIRONMENT POLICY POLICE GAS COMPANY ELECTRIC COMPANY WATER COMPANY TELEPHONE COMPANY INSURANCE COMPANY

5.5 Housekeeping and Sanitation :

An adequate supply of safe drinking water shall be provided at one central, easily accessible, location at the site for the use of labour.

6.0 Fire Prevention : 6.1 Internal combustion engine powered equipment will be located with exhausts

well away from combustible materials. Smoking will be prohibited in the vicinity of fire hazards and such areas will be clearly posted.

6.2 In temporary buildings and yard storage areas, appropriate care shall be taken for the proper separation of hazardous materials to prevent the possibility of fire.

6.3 Site Fire Check List.

1. Is all temporary wiring well supported and protected ? 2. Are any circuits overloaded ? 3. Are all flammable liquids, gas cylinders and flammable materials

separately and properly stored ? 4. Is rubbish being "burned in proper fashion"? 5. Is all flame cutting and welding taking place with proper precautions ? 6. Are all blowlamps and blowtorches being used correctly ?

6.4 Preventing the spread of fire :

1. Is waste accumulating in hoist shafts or other hidden places ? 2. Are separate metal waste containers supplied for each of the following,

oily rags, paint rags, paint scrapings, waste flammable liquids, wood shavings and off cuts ?

3. Is all waste regularly cleared ? 4. Are all huts safely sited ?


53

SAFETY HEALTH ENVIRONMENT POLICY 6.5 Means of escape

1. Are all gangways, stairs and platforms free from obstructions ? 2. Does everyone know what do in an emergency ?

6.6 Fire Fighting

1. Have all extinguishers been checked and/or recharged ? 2. Are they clearly identified and easily accessible ? 3. Are operatives trained in their use.

7.0 Personal Protection : 7.1 All necessary personal safety equipment considered adequate by the Engineer

shall be available for the use of persons employed on the Site and maintained in a condition suitable for immediate use UNNATTI shall take adequate steps to ensure the proper use of safety equipment by those concerned at all times.

7.2 UNNATTI shall ensure that the following precautions are observed :

a] Workers employed on mixing asphaltic materials, cement and lime mortars/concrete shall be provided with protective footwear, gloves and masks. b] Those engaged in handling any material which is injurious to eyes shall be provided with protective goggles. c] Those engaged in welding works shall be provided with protective eye shields.

8.0 Electrical Installations : 8.1 All adequate precautions shall be taken by the UNNATTI to prevent electrical

short circuits or overload causing explosions or fires.


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9.0 Personal Protection : 9.1 Hand and power tools shall be maintained in a safe condition. Belts, gears,

shafts, pulleys, sprockets, spindles, drums, flywheels, chains and other moving parts of equipments shall be guarded if the parts are exposed to contact by employees.

9.2 All fuel-powered tools will be stopped while being refueled, serviced or maintained.

9.3 All employees using abrasive wheels shall use eye protection and other tools will be operated using appropriate personal safety equipment.

10.0 Ladders : Use of Ladders and folding Step-Ladders : a] These regulations apply to all ladders and pairs of steps, except roof

ladders and crawling boards. b] Ladders shall :

Be fixed near the top if practicable or near the bottom if not; if suspended they shall be secure,

Be placed [except when suspended] on a firm level base; they will not stand on loose packing [e.g. bricks]

Be immediately secured, where necessary, to prevent swaying and sagging.

c] ladders shall :

Extend at least 1.05 M above any landing place beyond the highest rung from which a person may be working or have a nearby handhold of equivalent height.

11.0 Scaffolding : 11.1 Provision of Scaffolds :

Scaffolds will be provided for all work which cannot be safety done from the ground or any part of the building. Ladders, properly secured, can be used but only for light work which can be done with one hand.


55


11.2 Supervision and Inspection of Scaffold Material Scaffolds will be erected, altered or dismantled under competent supervision and by experienced persons. All scaffolding materials shall be inspected before use to check that they are suitable and sound. 11.3 Construction and Material : Sufficient sound material will be provided for a scaffold to ensure that i is strong and stable enough. Scaffold tubes and fittings will not be bent, distorted or rusty. 11.4 Defective Material Scaffold tubes, couplers and fittings that are bent, distorted or rusty shall not be used. Timbers with splits and knots shall not be used. Ropes and lashings showing signs of chafing through wear or of being corroded shall not be used. 11.5 Standards or Uprights, Ledgers and Putlogs

Scaffold standards shall be vertical and spaced closely enough for the intended use of the scaffold. Base plates shall be used. Timber sole plates shall also be used to distribute the load from the standard over a wider area, as well as to offset possible local subsidence. Ledgers shall be level and fixed to standards with right-angle couplers. Putlogs and transoms shall be firmly fixed to ledgers or standards. The flattened end of the putlog shall be pushed firmly into the wall to provide maximum support. Putlogs and transoms shall be spaced according to the expected load and thickness of he boards o be used in the platform.


56


11.6 Stability of Scaffolds. 11.6.1 All scaffolds shall be :

ON a solid, even base or suspended from a sound structure. Braced to prevent failure, and Tied to the building or structure unless specially designed to be

completely independent. 11.6.2 Mobile Scaffolds shall :

Be stable, weighted at the base, if necessary and be used only on a flat, level surface.

Have the wheels locked to prevent movement whilst being used for work and be pushed or pulled only at the base when being moved.

11.6.3 Slung Scaffolds shall :

Be strong enough Be properly secured to overhead anchorages and to the platform frame Be spaced so as to keep the platform stable Be vertical, kept taut.

No rope other than wire rope shall be used for suspension and packing will be used to prevent damage to suspension ropes or chains at any point where sharp or rough edged protrusions could release chafing. The platform shall be secured to prevent swaying whilst in use. 11.6.4 Cantilever, Jib, Figure and Bracket Scaffolds Cantilever or jib scaffolds shall be anchored to a structure which is strong enough to carry the total load. Outriggers shall be long enough and strong enough and the scaffold shall be braced to ensure stability. Figure or bracket scaffolds supported by dogs or spikes will not be used if there is any danger of these pulling out of the brickwork or stone-work. 11.6.5 The ropes, winches, blocks and tackle shall be strong enough and correctly rigged. A safe anchorage for the suspension shall be provided.


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11.6.6 Winches or similar lifting devices will :

Have brakes which apply when the operating lever is released, and Be protected from the weather, falling dirt, etc. Have at least two full turns of rope on the drum when the platform is in its

lowest position, and Be marked with the length of rope on the drum.

12.0 Hoists, Cranes & Derricks : 12.1 Safety of Hoist ways, Platforms and Cages Hoist ways shall be enclosed wherever access is provided or wherever persons could be struck by the platform or other moving parts. Gates shall be kept closed except for the movement of persons and materials. Hoist platforms and cages shall be fitted with a device capable of supporting them, fully loaded, should hoists, ropes or driving gear fail. 12.2 Operation of Hoists.

Hoists shall only be capable of being operated from one position at a time, whether by rope, lever or switch. Hoists will not be operated from the cage. Where the hoist driver cannot see the platform or cage during its movement, a signaling system, which covers all landing places shall be used.

12.3 Safe Working Load and Marking of Hoists : The Platform of materials or goods hoists shall carry a notice stating : i] the safe working load, and ii] that passengers must not ride on the platform. The safe working load shall not be exceeded except for test purposes. Cages for passenger hoist shall carry a notice stating : i] the safe working load, and ii] the number of passengers permitted. No greater number of passengers shall be carried and the safe working load will not be exceeded except for test purposes.


58


12.4 Cranes & Derricks.

Manufacturer's recommendations on operating conditions shall be followed by UNNATTI. Rated load capacities and recommended operating speeds and special hazard warnings or instructions shall be consciously posted on all equipment visible to the operator while he is at his control station. Hand signals to crane and derrick operators shall be those prescribed by the applicable ANSI standards for the type of crane in use. Accessible areas within the swing radius of the rear of the rotating superstructure of a crane shall be barricaded to prevent an employee from being struck or crushed by the crane.

13.0 Barricades 13.1 UNNATTI shall erect and maintain barricades required in connection with his

operations to guard or protect the following :

Hosting Areas. Areas adjudged hazardous by the Engineer

Client's existing property subject to damage by UNNATTI operations. 13.2 Guarding of Floor Openings and Floor Holes. 13.2.1 Every temporary floor opening shall have railings. Every floor hole into which

persons can accidentally fall shall be guarded by a railing with toe board on all exposed sides or brick work done all around.

13.2.2 Every stairway floor opening shall be guarded by a railing on all exposed sides. 14. Handling & Storage of Materials : 14.1 Cement

Storage and Stacking - Cement shall be stored at the site in a building or a shed which is dry, leak proof and as moisture - proof as possible. Cement received in bags shall be stored in such a way that the bags are kept free from the possibility of any dampness or moisture coming into contact with them.


59

SAFETY HEALTH ENVIRONMENT POLICY Cement bags shall be stacked off the floors on wooden planks in such a way as to keep them 150 to 200 mm clear from the floor and space of 450 mm minimum shall be left all-round between the exterior walls and the stacks.

15. Flammable Materials : Compressed gases and petroleum products shall not be stored in the same building or closed to each other. Handling - Petroleum products delivered to the site and stored in drums shall be protected during handling to prevent loss of identification through damage to drum markings, tags, etc. Buckets containing sand shall be kept ready for use in case of fire. 16.0 Excavation & Shoring : Excavation and Trenching : All trenches 1.5 meter or more in depth shall at all times be supplied with at least one ladder for each 30 meters in length. Ladders shall be extended from the bottom of the trench to at least 1 meter above the surface of the ground. Sides of trenches which are 1.5 meters or more in depth shall be stepped back to provide a suitable slope or securely held by timber bracing, so as to avoid the danger of sides collapsing. 17.0 Concrete Construction 17.1 Handling of Plant. Mixers - All gears, chains and rollers of mixers shall be properly guarded. All cables, damps, hooks, wire ropes, gears and clutches, etc. of the mixer shall be checked and cleaned, oiled and greased and serviced. Trucks - used on Site shall be controlled so as to provide a reasonably smooth traffic flow. Reversing operations shall be controlled by a signalman positioned so as to have a clear view of the area behind the truck.


60

SAFETY HEALTH ENVIRONMENT POLICY 17.2 Formwork. Formwork shall be designed after taking into consideration the spans, setting temperature of concrete, dead load and working load to be supported and the safety factor for the materials used. All timber shall be carefully inspected before use and members having cracks and excessive knots shall be discarded. The vertical supports shall be adequately braced or otherwise secured in position so that these do not fall when the load is released or the supports are accidentally his. Tubular steel centering shall be used in accordance with the manufacturer's instructions. All centering shall be inspected to ensure that

Footing or sills under every post of the centering are sound, All lower adjustment screws or wedges are snug against the legs of the panels, All upper adjustment screws or heads of jacks are in full contact with the

formwork, Panels are plumb in both direction. All cross braces are in place and locking devices are in closed and secure

position, In case of chhajas and balconies, the props shall be adequate to transfer the

load to the supporting point. 17.3 Erection of Prefabricated Members. A spreader beam shall be used wherever possible so that the cable can be as perpendicular as practical to the members being lifted. The angle between the cable and the members to be lifted shall not be less than 60 degrees. Methods of assembly and erection specified by the designer, shall be strictly adhered to at site. Immediately on erecting any unit in position, temporary connections or supports as specified shall be provided before releasing the lifting equipment. The permanent structural connections shall be established at the earliest opportunity.


61

SAFETY HEALTH ENVIRONMENT POLICY 18.0 Masonry : 18.1 Walls General - Depending on the type of wall to be constructed the height of construction per day shall be restricted to ensure that the newly constructed wall does not come down due to lack of strength in the lower layers. Openings in Walls - Whenever the making of an opening in an existing wall is contemplated, adequate supports against collapse or cracking of the wall portion above or roof or adjoining walls shall be provided. 19.0 Health Standards. 19.1 Drinking Water In every work place there shall be provided and maintained at suitable places, easily accessible to labour, a sufficient supply of water fit for drinking. Where drinking water is obtained from an intermittent public water supply each work placed shall provided with storage where such drinking water shall be stored. 19.2 Washing Facilities. In every work place adequate and suitable facilities for washing shall be provided and maintained for the use of labour employed therein. Such facilities shall be conveniently accessible and shall be kept in clean and hygienic condition. 19.3 Latrines and Urinals.

UNNATTI shall employ an adequate number of sanitation workers to keep the site clean at all times, from all faces, excreta, urine, etc. Latrines shall be provided in every work place on the following scale.

Where females are employed there shall be at least one latrine for every 25 females.


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Where males are employed there shall be at least one latrine for every 25

males. Every latrine shall be under cover and so partitioned off as to secure privacy and shall have proper door fastenings. The latrines and urinals shall be adequately lighted and shall be maintained in a clean and sanitary condition at all times. Water shall be provided by means of a tap or otherwise so as to be conveniently accessible in or near the latrines and urinals.

19.4 Provision of Shelter During Rest. At every work place there shall be provided, free of cost, suitable sheds for meals and for rest separately for he use of men and woken labour. 19.5 Creches.

At every work place at which 20 or more women workers are ordinarily employed, there shall be provided one room of reasonable dimensions for the use of their children under the age of six years. The rooms shall be provided with suitable and sufficient openings for light and ventilation. The Contractor shall provide one aya to look after the children in the creche when the number of women workers does not exceed 50.

19.5 Canteens In every work place where the work is likely to continue for more than six months and where labour numbering 100 or more is ordinarily employed, an adequate canteen shall be provided by the UNNATTI for the use of such labour. The premises of the canteen shall be maintained in a clean and sanitary condition. Suitable arrangement shall be made for the collection and disposal of garbage. Waste water shall be carried away in suitable covered drains and shall not be allowed to accumulate so as to cause nuisance.


63


19.6 Anti-Malarial Precautions. UNNATTI shall, at his own expense, conform to all anti-malarial instructions given to him by Engineer including the filling up of any borrow pits which may have been dug by him. 20.0 Conditions Related to Environmental Protection. UNNATTI shall ensure that the following measures are implemented to protect the environment and to mitigate adverse impacts all to the satisfaction of the Engineer. 20.1 Air Pollution

Idling of truck engines and other equipment shall be avoided. All stationery equipment shall be located as far away as possible from

the sensitive receptors such as schools, hospitals and religious places. Areas prone to fugitive dust emission such as excavation, grading sites

and routes of vehicles across areas of exposed earth shall be sprinkled with water as often as necessary to suppress dust.

Construction areas shall be enclosed wherever possible. UNNATTI shall make regular arrangements for providing kerosene as

kitchen fuel for use by all the labourers employed by them for the works and living in construction camps.

20.2 Control of Noise Levels.

The equipment and machinery to be used shall not generate at source a noise level of more than 90dB [A].

UNNATTI shall ensure, by providing temporary barriers, etc. that the noise level at nearby schools, hospitals and religious places are kept within the levels prescribed for these receptors.


64


20.3 Prevention of Soil Erosion

We shall ensure that all slopes in cut and embankment sections are stable. If necessary benches, pitching etc. shall be provided.

Drainage of water from the land shall be so planned as to avoid

flooding.

Cutting and embankment work shall not, as far as possible, be executed immediately or during monsoon periods.

Surplus excavated soil shall be dumped preferably in low-lying areas which will be away from water bodies.

20.4 Protection of Flora and Fauna.

UNNATTI shall be responsible and ensure that the construction workers do not cut trees [for use as fuel wood or for any other purpose], dig up or damage flora to be preserved or indulge in poaching.


65


INCIDENT LOG No. Date Brief Description


66


ACCIDENT LOG

Degree of Injury

1 Fatality 2 Hospital - major 3 Fatality- medium 4 Fatality-minor 5 First aid at site. No. Date Contractor's Name Employee's

Name Degree of

Injury Date returned

to work


67


INCIDENT REPORT Log No. .............................................................. Lost Property Damaged Property Fire Suspected Crime Any other unusual Offence (explain) occurrence or condition Contractor's Employee UNNATTI Employee Public Project Name : Address: Date of Report: Time of occurrence : Property involved: Brief description of incident: Police Contacted : Yes/No. Date /Time................................ Name: .................................................................................................... Log No.: .................................................................................................... Contractor's Name: .................................................................................................... Address: .................................................................................................... Phone : .................................................................................................... Witness : Name : .................................................................................................... Address: .................................................................................................... Phone: .................................................................................................... UNNATTI ENGG................ .......................................................................................... .......................................................................................................................................... Prepared by : Signature : ............................................... Position................................................... Name: ............................................... Date : ....................................................


68

SAFETY HEALTH ENVIRONMENT POLICY ACCIDENT REPORT

Contract Details: Log No. .................................................................................................................... Project: .................................................................................................................... Contractor: .................................................................................................................... Date of Accident. .............................................. Time:........................................... Weather: Contractor's Personnel or Equipment: Name or injured employee: .......................................................... Age:......................... Occupation: ................................................................................ Sex:......................... Nature of injury : ............................................................................................................. Degree of injury: First Aid [ ] Hospital [ ] Fatality [ ] Type of equipment ........................................................................................................... Extent of damage ............................................................................................................. Other Persons or Property: Name of injured party ............................................................. Age:............................ Address: ...................................................City...............................State.......................... Nature of injuries: ............................................................................................................ Name of property owner:............................................ Address:....................................... Nature and extent of damage:. ........................................................................................


69


Details of Accident: Description: ......................................................................................................................................... Primary cause:................................................................................................................. .......................................................................................................................................... Additional Information: Was use or lack of safety equipment a factor in this accident: If so, explain: .......................................................................................................................................... Was safety regulations were breached: .......................................................................................................................................... What corrective action has been taken by the Contractor................................................ Reported by:.................................................................................................................... Signature:..................................................... Position:................................................. Name: .......................................................... Date:......................................................


70

WEEKLY S.H.E. REPORT (Safety Health Environment)

Date : 1. PROJECT NAME AND ADDRESS......................................................................... 2. TYPE OF BUILDING AND STRUCTURE:............................................................ 3. NATURE OF WORK:............................................................................................... 4. PROJECT DURATION:............. START DATE:.............. COMPLE DATE.......... 5. INSURANCE POLICY NO. AND DATE:............................................................... 6. ANY ACCIDENT THIS WEEK: YES NO 7. IF YES, INJURY: MINOR MAJOR DEATH 8. NUMBER OF PERSON INJURED: ........................................................................ 9. REASON FOR ACCIDENT :................................................................................... 10. REMEDIAL ACTION TAKEN :.............................................................................. 11. NO OF DAYS PASSED WITHOUT ACCIDENT: ................................................. 12. LAST SAFETY MEETING HELD ON :................................................................... 13. CHECKLIST : (Please tick relevant Box) A SAFETY HELMENTS USED : YES NO B SAFETY BELTS USED : YES NO C SAFETY SHOES USED : YES NO D SAFETY HANDS GLOVES USED : YES NO E SAFETY GOGGLES USED : YES NO F SAFETY NETS PROVIDED : YES NO G FIRST AID BOX AT SITE : YES NO H COMMUNICATION (TEL. JEEP ETC.) : YES NO I BARRICADE DURING EXCAVATON : YES NO J ALL CUT OUT CLOSED : YES NO K CAUTION SIGN NEAR WORK PLACE : YES NO L FIRE EXTINGUISHER AVAILABLE : YES NO M HOUSEKEEPING MAINTAINED : YES NO N ADEQUATE LIGHTNING ARRANGEMENT : YES NO O SANITATION - LABOUR CAMP AND SITE : YES NO P PERMIT TO WORK - REGISTER MAINTAINED : YES NO Q REGULAR SAFETY INSTRUCTION GIVEN : YES NO REMARK: ................................................................................................................. .................................................................................................................................... SAFETY OFFICER PROJECT-IN-CHARGE CLIENT/CONSULTANT NAME, SIGNATURE NAME, SIGNATURE NAME, SIGNATUE


71


DATE : WEEK NO.: CHECK LIST FOR MONITORING SAFETY CODE AT SITE PROJECT NAME: 1 Scaffolding: REMARK a) Is scaffolding provided for work at height Yes/No b) Is it properly secured Yes/No c) Is guard rail provided (3' high) Yes/No d) Is quality & size of planks used of acceptable standard Yes/No e) Is bracing provided adequately Yes/No f) Is platform/gangway supported adequately Yes/No g) Is platform accessible easily Yes/No 2 Excavation & Trenches: Yes/No a) Is shoring done properly Yes/No b) Is ladder provided in all pits more than 4 ft. deep Yes/No c) Is suitable barricading/warning boards provided for pits

filled with water Yes/No

d) Are proper warnings given and area cleared before any blasting work is started.

Yes/No

3 Are areas adjacent to demolition site properly protected/closed

Yes/No

4 Are all electrical cables/installation properly insulate/protected.

Yes/No

5 Are adequate personal safety equipment as listed below (part list - to be reviewed as required ) kept available for the use of persons employed at site.

Yes/No

a) Helmets Yes/No b) Safety belts Yes/No c) Protective footwear/hand gloves Yes/No d) Protective goggles/makes Yes/No 6 Is First Aid Kit available at site Yes/No 7 Is hoisting equipment of adequate capacity (safe working

loads to be verified before putting it in use) Yes/No

8 Is hoisting equipment operated by a qualified operator Yes/No 9 Are all motors/rotating parts covered with suitable guards Yes/No 10 Are ELECB's of suitable capacities provided adequately

for Electrical Installations Yes/No

11 Is area properly illuminated at all times for safe working. Installations

Yes/No

Checked by Project Coordinator

Date Date


72

MONTHLY PROGRESS REPORT

SUBMISSION TO CLIENT/ CONSULTANT


73

PROGRESS REPORT NO. DATE :

MONTHLY PROGRESS REPORT

CONSTRUCTION OF

Proposed -------------------------------------------------------

AT ---------------------------------

CLIENT : ...................................................................................................................... CONSULTANT ............................................................................................................


74

WORKSITE : ...................................................................................................... PROJECT AT A GLANCE 1 As on Date : 2 Client/Owner : 3 Project. : 4 Location : 5 Built up Area : 6 Estimated Cost : 7 Value of Job completed : 8 Date of Commencement : 9 Target Date of Completion : 10 Progress :


75

WORKSITE : ................................................................................................................

SITE EVENT

SI No

Date Description Remarks

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32


76

WORKSITE :.................................................................................................................

MATERIAL STATUS REPORT SR. NO.

DESCRIPTION UNIT TOTAL RECEIVED

TOTAL CONSUMPTION

CLOSING BALANCE

1 Cement Bags

2 Sand Cft

3 Metal I,II,III Cft

4 Bricks Nos.

5 Block Nos.

6 Rubble Cft.

7 Concrete Block Nos.

8 Reinforcement Steel

a) 8 mm Tor M. T.

b) 10 mm Tor M.T.

c) 12 mm Tor M. T.

d) 16 mm Tor M. T.

e) 20 mm Tor M. T.

d) 25 mm Tor M. T.

d) 32 mm Tor M. T.

TOTAL


77

LIST OF DRAWINGS FOR WORKSITE: ...............................................................................................................

--------------------------------------------------------------------------------------------------------

Sr. No.

DRAWING DETAILS

Description

No. Rev. Date Copies Remarks ARCHITECTURAL DRAWING

STRUCTURAL DRAWING 1 2 3 4 5 6 7 8 9 10


78

WORKSITE : .................................................................................................... MONTHLY PROGRESS REPORT AS ON

sr no.

Description Total Qty.

Unit Planned (Asper Sch )

Achieved (Actual) % Planned

% Completed

This Month

Cumm This Month

Cumm

1 Excavation 2 PCC below

baseraft

3 Basement W.P. 4 Basement- Raft

& Wall

5 Column upto plinth level

6 Slab @ Plinth Level

7 Column upto 1 st floor

8 Slab @ 1st floor

9 Column upto 2nd floor

10 Slab @ 2nd floor

11 Column upto 3rd floor

12 Block Masonry-100@200 thk

13 Internal Plaster 14 Flooring/Dado/

Widow cill

15 External Plaster

16 Doors/ Windows

17 External Painting

18 Internal Painting


79

EQUIPMENTS DEPLOYED AT SITE

Sr. No. Description Nos.

1 Concrete Mixer.

2 Vibrator

3 Concrete Cube testing machine

4 Weigh Batcher

5 POCLAIN

6 Steel Cutting & Bending Machine

7 Gas cutting Machine

8 Dumpy Level

9 Water Pumps

10 Steel cutting & Bending Machine

11 Dumper & Lorry

12 Roller

13 Earth Rammer

14 Polishing Machine

15 Tough Rider

16 Builder Hoist

17 TBT System

18 Tremix System


80

WORKSITE ......................................................................................................

QUALITY ASSURANCE & QUALITY CONTROL A CONTROLLED CONCRETE: Following field tests are performed for concrete ingredients: 1 Silt content test for sand 2 Bulkage test for sand 3 Workability test (Slump Cone Test) 4 Cubes are taken for compressive test of concrete for 7 days & 28 days 5 Mechanical Vibrators are used for compaction B SHUTTERING: 1 Shuttering surfaces are well Greased/Oiled for getting good release of forms as

well as good finish 2 Holes for Dowels are properly plugged 3 Nuts & Bolts, Adhesive tapes are being used to fill the gaps 4 Adequate supporting system is worked out to avoid bulking C LAND DEVELOPMENT: Core tests are being performed regularly to desired density i. e. 95% of Proctor Density (Maximum Dry Density)

SAFETY 1 Helmets are being used 2 Gumboots, Hand Gloves are being used 3 Safety Belts are used for the works at higher levels 4 First Aid Box provision is kept.


81

List of Drawings required A) ARCHITECTURAL B) STRUCTURAL C) MISC DRAWINGS


82

WORK SITE ....................................................................... DATE:..........................

DAILY SITE REPORT A] Material Status :

Sr No.

Description Unit Total Received

Last Day Consump.

Today Consump.

Total Consump.

Closing Balance

1 Reinforcement Steel M.T. 2 Cement Bags 3 Sand Cft. 4 Metal Cft. 5 Bricks Nos.

B] Man Power Status : Sr. No. Type Present 1 Male Coolie 2 Female Coolie 3 Carpenter 4 Fitter 5 Masson 6 Fabricator 7 Helper C] Work Status report as on date : Sr.No. Description Total

Qty. Planned Qty.

Completed Qty.

Remarks

1 2 3 4 5 D] Critical Item : Sr.No. Description 1 2 3 4


83

List of Projects completed

a. Thermax, B & H Division, Chinchwad at Pune. b. Thermax, WWS Division, Bhosari at Pune.

c. Fermenta Bio Tech Limited, Takoli at Mandi (HP)

d. International Bio-Tech Park Hinjewadi, Pune. e. Indoco Remedies Ltd. Verna GAO. f. Benjochem (R&D) Mumbai

List of on Going Projects

Ajanta Pharma Ltd. Mumbai.

U S V Ltd Ratnageri

Syngenta India Ltd GAO


84

Work Experience in Pharma Projects :-

1) Sigma Laboratories Limited, Sinnar at Nashik. 2) Indoco Remedies, Verna at Goa. 3) FDC Limited, Verna at Goa. 4) Micro Lab Limited, Verna at Goa. 5) Lupin Limited Verna at Goa. 6) Geno Pharmaceuticals Limited, Goa. 7) BlueCross Limited Verna at Goa. 8) FDC – Phase –II Verna at Goa. 9) Indoco Remedies Phase – II Verna at Goa. 10) Kare Laboratories Verna at Goa. 11) Glanmark Pharmaceuticals Ltd Verna at Goa. 12) Unichem Laboratories Ltd Porvorin at Goa. 13) Cadila Health Care Baddi at HP. 14) Alkem Laboratories Baddi at HP. 15) Indicam Laboratories Baddi at HP. 16) Unichem Laboratories Ltd Baddi at HP. 17) Torrent Pharmaceuticals Ltd Baddi at HP. 18) Procter & Gamble ( Sarvottam Remedies ) Baddi at HP. 19) Procter & Gamble ( Mapex Remedies ) Baddi at HP. 20) Micro Lab Limited Baddi at HP. 21) Nicholoas Piramal, Baddi at HP. 22) Ayurveda Limited ( Dabar) Baddi at HP. 23) Indoco Remedies Ltd – Phase I & II, Baddi at HP. 24) Dabar Limited, Baddi at HP. 25) Indswift Limited , Derabassi at Punjab. 26) Ranbaxy Limited , Mohali at Punjab. 27) Shreya Laboratories Ltd , Roorkee at Uttaranchal. 28) IATRO Pharma & Bio Tech Ltd , Roorkee at Uttaranchal. 29) Centaur Pharma , Hinjewadi, Pune. 30) Serum Institute of India Limited, at Pune