| BIECCO LAWRIE LIMITED | ||||||||||||||||
| DETAILS OF CONTRACTS CONCLUDED DURING THE MONTH OF AUG '2007.(VALUE > Rs.50,000/-) | ||||||||||||||||
| 1 | 2 | 3 | 4 | 5 | 6 | 7 | 8 | 9 | 10 | 11 | 12 | 13 | 14 | 15 | 16 | 17 |
| Tender No. | Item/Nature of work | Mode of Tender Enquiry | Date of Publication of NIT | Type of Bidding (Single/Two Bid System) | Last date of receipt of tender | Nos of tenders recd. | Nos. and names of parties qualified after technical evaluation. | Nos. and names of parties not qualified after technical evaluation. | Whether contract awarded to lowest tenderer/ evaluated L(1). | Contract No. & Date | Name of Contractor | Value of Contract (Rs.lacs) | Scheduled date of completion of supplies. | Actual date of start of work | Actual date of completion | Reasons for dealys if any |
| PROJ/DVC-BIADA/033 | A)Terminal Connectors for Equipment | Limited | 3-Jul-07 | Single | 17-Jul-07 | 2 | 2 (Designers & Engineers, Industrial Spare products) | Nil | Lowest tender(L1) | BLL/PROJ/DVC-BIADA/ORD/035 Dt. 07.08.07 | Designers & Engineers | 403978 | 8/12 weeks from GTP/DRG. Approval | 9-Aug-07 | ||
| Expansion type connectors for station service transformer H.V bushing suitable for 11/2" Al. Pipe | ||||||||||||||||
| Expansion type connector fro 33KV SF6 breaker suitable for 11/2" IPS Al.Tube and 1250 Amps continious current. | ||||||||||||||||
| Connectors for 33 KV normal Isolator | ||||||||||||||||
| Rigid type suitable for 2 1/2" IPS Al. Tube (2000 Amps. continious current) | ||||||||||||||||
| Expansion type suitable for 2 1/2" IPS Al. Tube (2000 Amps. continious current) | ||||||||||||||||
| Rigid type suitable for 1-1/2" IPS Al. Tube (1250 Amps. continious current) | ||||||||||||||||
| Expansion type suitable for 1-1/2" IPS Al. Tube (1250 Amps. continious current) | ||||||||||||||||
| Clamp type connector for terminal isolator suitable for panther conductor | ||||||||||||||||
| Rigid type 33KV CT connector suitable for CT stud to 1-1/2" IPS Al. Tube (1250A continious current) | ||||||||||||||||
| B)Connector and conductor accessories as per technical specifications. | ||||||||||||||||
| Bus support connector for 2-1/2" IPS Al. pipe(Rigid) suitable for 2000 Amps. Continious current. | ||||||||||||||||
| Bus support connector for 2-1/2" IPS Al. pipe(Flexible) suitable for 2000 Amps. Continious current. | ||||||||||||||||
| Bus support connector for 2-1/2" IPS Al. pipe(End Free) suitable for 2000 Amps. Continious current. | ||||||||||||||||
| Bus support connector for 1-1/2" IPS Al. pipe(Rigid) | ||||||||||||||||
| Bus support connector for 1-1/2" IPS Al. pipe(Flexible) | ||||||||||||||||
| Bus support connector for 1-1/2" IPS Al. pipe(End Free) | ||||||||||||||||
| Tee connector from 2-1/2" Al. Pipe 1-1/2" Al. Pipe | ||||||||||||||||
| Tee connector from 1-1/2" Al. Pipe to AAAC Panther | ||||||||||||||||
| Straight through coupler for 2-1/2" Al.pipe | ||||||||||||||||
| Straight through coupler for 1-1/2" Al.pipe | ||||||||||||||||
| End Plug for 2-1/2" Al.pipe | ||||||||||||||||
| End Plug for 1-1/2" Al.pipe | ||||||||||||||||
| P.G clamp Dog to Dog | ||||||||||||||||
| P.G clamp Panther to Panther | ||||||||||||||||
| PROJ/DVC-BIADA/035 | Earthwork in excavation over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50.0 m & lift upto 1.5 metre, disposed earth to be levelled & neatly dressed etc. complete as per specification, drawing and instructions of Engineer-in-Charge. | Limited | 4-Aug-07 | Single | 11-Aug-07 | 3 | 3 (Apex Construction, Deecon, Annapurna Enterprise) | Nil | Lowest tender(L1) | BLL/PROJ/DVC-BIADA/ORD/036 Dt. 14.08.07 | Apex Construction | 528090 | 75 days | 17-Aug-07 | ||
| All kinds of soil | ||||||||||||||||
| Ordinary rock | ||||||||||||||||
| Hard rock ( requiring blasting) | ||||||||||||||||
| Extra over item 1 above for excavation in all kinds of soil & rock : | ||||||||||||||||
| For each additional lift of 1.5 m or part thereof over the initial lift | ||||||||||||||||
| For each additional lead of 50 m or part thereof beyond the initial lead of 50 m, but upto a maximum of 100.0 m in total (i.e. max. 2 leads) beyond the initial lead. | ||||||||||||||||
| Dressing, watering & ramming in layers not exceeding 15 cm. In embankments etc. formed by excavated earth | ||||||||||||||||
| Compaction of earth work by rolling with power roller of suitable capacity including watering etc. for banking excavated earth in layers not exceeding 15 cm in depth. | ||||||||||||||||
| only the top-most layer | ||||||||||||||||
| Rolling each layer after banking excavated earth in layers not exceeding 20cm in depth | ||||||||||||||||
| Levelling & Dressing of the ground including filling the depression with sand, Moorum or stone dust as may be required including supply of the materials at site, watering and ramming the fillings whenever required complete | ||||||||||||||||
| a) With sand | ||||||||||||||||
| b) With Moorum | ||||||||||||||||
| One Brick flat soling with bricks of Class designation 50 grouted with sand including ramming & dressing bed to proper level & filling joints with sand etc complete | ||||||||||||||||
| Laying in position plain cement concrete with coarse sand & well graded, washed & screened stone aggregates of approved quality and size 20 mm & down including mixing, vibrating, curing etc. complete but excluding centering & shuttering as per drawings, specification & direction in foundation & plinth. | ||||||||||||||||
| Mix 1 :3 :6 | ||||||||||||||||
| Laying in position Reinforced Cement concrete work with coarse sand & 20 mm. & down stone aggregates of approved quality, well graded, washed and screened including cost of transport of all materials to site., mixing, laying, vibrating, curing etc. complete but excluding the cost of reinforcement and formwork as per drgs., specifications & directions in superstructure and foundation with : | ||||||||||||||||
| Concrete mix 1: 2 : 4 | ||||||||||||||||
| Concrete mix 1: 1.5 : 3 | ||||||||||||||||
| straightening, cutting, bending, cranking, hooking, fixing, binding & placing at any position in superstructure, fdn., & plinth with MS / Torsteel reinforcements in all works of concrete, masonry etc, including supply of binding wire with 18 SWG (1.05mm) galvanised wire twisted tight and / or welding the splices where necessary as per IS codes or direction and holding in position with steel rod spacer / chairs / horses etc. complete. | ||||||||||||||||
| Brickwork in foundation, superstructure and plinth with Bricks of Class designation 50 & cement mortar with coarse sand as specified below including supply & carriage of all materials to site, scaffolding & curing complete as per drg., specifications and directions : | ||||||||||||||||
| With 1: 4 cement mortar | ||||||||||||||||
| With 1: 6 cement mortar | ||||||||||||||||
| Half brick Masonry with Bricks of Class designation 50 in cement mortar mix 1 : 4 with coarse sand including supply, carriage, scaffolding, curing etc. complete in superstructure. | ||||||||||||||||
| Extra for providing & placing in position 2 nos. 6 mm dia MS bars at every 3rd course of half brick masonry with F.P.S. Bricks of Class designation 50. | ||||||||||||||||
| 75mm. thick brickwork with Bricks of Class designation 50 in cement mortar (1:3) with coarse sand in superstructure including curing complete etc. | ||||||||||||||||
| Hiring, erecting, centering, supporting, striking, cleaning etc. of formwork of approved design with staging, props and supports for plain & RCC works with all accessories and at all heights including removal of forms as per drawings, specifications & directions. | ||||||||||||||||
| 25 mm thick Damp proof course of cement concrete (1:2:4) with 13 mm. & down stonechips, coarse sand including chequering, finishing, curing, shuttering etc. complete. | ||||||||||||||||
| Applying a coat of residual petroleum bitumen of penetration 80/100 of approved quality using 1.78 kg/m2 on damp proof course after cleaning the surface with brushes & finally with a piece of cloth lightly soaked in kerosene oil. | ||||||||||||||||
| Cement plaster to walls & R.C.C. structures including all necessary materials, scaffolding, curing, rounding off, chamfering etc. complete at all heights as per drg, spec. & directions. | ||||||||||||||||
| 20 mm th. cement plaster | ||||||||||||||||
| i) With mix 1:4 ( 1 Cement : 4 Coarse sand ) | ||||||||||||||||
| ii) With mix 1:6 ( 1 Cement : 6 Coarse sand ) | ||||||||||||||||
| 12 mm th. cement plaster | ||||||||||||||||
| i) With mix 1:4 ( 1 Cement : 4 Coarse sand ) | ||||||||||||||||
| ii) With mix 1:6 ( 1 Cement : 6 Coarse sand ) | ||||||||||||||||
| Extra over item (16) for adding & mixing thoroughly water-proofing reagent (such as cico, acco proof, Impermo etc.) in cement plaster in proportion recommended by the manufacturers: | ||||||||||||||||
| i) 12 mm cement plaster 1 : 4 | ||||||||||||||||
| ii) 20 mm cement plaster 1 : 4 | ||||||||||||||||
| 6 mm thick plastering of ceiling with cement mortar 1 : 3 ( 1 Cement : 3 Fine sand ) to exposed faces of R.C.C. slabs, sides & soffits of beams in all floors and at all heights inclusive of cost of all materials. | ||||||||||||||||
| Neat cement punning about 1.5 mm. Thick in wall, dado, windowsill, floor, drain etc. | ||||||||||||||||
| Providing Chemical emulsion Chlorpyriphos / Lindane emulsifiable concentrate of 20% in sealed containers including delivery | ||||||||||||||||
| Diluting and injecting chemical emulsion Chlorpyriphos / Lindane E.C. 20% with 1% concentration for PRE CONSTRUCTIONAL anti-termite treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1:2 (1 cement : 2 Coarse sand) to match the existing floor. (excluding the cost of chemical emulsion). | ||||||||||||||||
| PROJ/NASL/002 | Mobilization of necessary equipment, men and materials to the site and demobilization of the same including fooding, preparation of tent, etc. for carrying out the entire job. | Limited | 1-Aug-07 | Single | 7-Aug-07 | 3 | 3 (S.S.D. Consulting Engineers, Geocons, Budhlani Builders Pvt. Ltd.) | Nil | Lowest tender(L1) | BLL/PROJ/NASL-R/ORD/001 Dt. 08.08.07 | S.S.D. Consulting Engineers | 109000 | 21 days from order. | 10-Aug-07 | ||
| Boring 150mm dia hole (land bore hole) in all kinds of soil up to a maximum depth of 10.0 m below the existing ground level by mechanical power winch (shell & auger) including as follows:- [Note : Boring will be terminated at rock layer / refusal level where N>100] | ||||||||||||||||
| Field Test :- | ||||||||||||||||
| Conducting Standard Penetration Test at 3.0m intervals as per IS2131 and collecting the sample and leveling. | ||||||||||||||||
| Collection of Undisturbed sample in 100mm dia 450mm long sample tubes from cohesive soil only at 3m interval as per IS 2132. | ||||||||||||||||
| Conducting following necessary laboratory test on selected soil. | ||||||||||||||||
| Triaxial test/direct shear (drained, undrained) for found out the shear parameter. | ||||||||||||||||
| Bulk Density | ||||||||||||||||
| Specific Gravity | ||||||||||||||||
| Grain size distribution by Sieve analysis | ||||||||||||||||
| Atternerg limit | ||||||||||||||||
| Natural Moisture Content | ||||||||||||||||
| Consolidation Test | ||||||||||||||||
| Completion of field and laboratory test results including recommendation and conclusion with submission of the report both in soft copy (CD) and hard copies(three copies properly bound). | ||||||||||||||||
| PROJ/NASL/001 | Design Calculations : Electrical Works | Limited | 2-Jul-07 | Single | 11-Jul-07 | 4 | 2(UE Consultants & Engineers Private Ltd., Multicomp & Systems) | 2(S.S.D. Consulting Engineers, United Konsultants & Services) | Lowest tender(L1) | BLL/PROJ/NASL-R/ORD/002 Dt. 18.08.07 | UE Consultants & Engineers Private Ltd. | 511800 | 60 days from LOI | 20-Aug-07 | ||
| Earthmat calculation for 33KV Switchyard | ||||||||||||||||
| Lighting Calculation for Control Room Building | ||||||||||||||||
| DSLP Calculation | ||||||||||||||||
| Others, if any | ||||||||||||||||
| Design Calculation : Civil & Structural Works | ||||||||||||||||
| Design basis Report for Tower, Beam & Equipment structures and foundations, Control Room Building, Cable trench, Roads & other civil works | ||||||||||||||||
| Design of 33KV Beams | ||||||||||||||||
| Design of 33KV Towers | ||||||||||||||||
| Design of Support structure for 33KV Isolators | ||||||||||||||||
| Design of Support structure for CT | ||||||||||||||||
| Design of Support structure for PT | ||||||||||||||||
| Design of Support structure for LA | ||||||||||||||||
| Design of Support structure for Bus Post Insulator | ||||||||||||||||
| Design of foundations for 33KV Towers | ||||||||||||||||
| Design of foundations for 33KV 10MVA Transformer | ||||||||||||||||
| Design of foundation for 33KV Isolators | ||||||||||||||||
| Design of foundation for 33KV CT | ||||||||||||||||
| Design of foundation for 33KV PT | ||||||||||||||||
| Design of foundation for 33KV LA | ||||||||||||||||
| Design of foundation for 33KV Bus Post Insulator | ||||||||||||||||
| Design of foundation of Cable Trench | ||||||||||||||||
| Design of Control Room Building | ||||||||||||||||
| Design of VHF Tower and High Mast | ||||||||||||||||
| Others, if any | ||||||||||||||||
| Engineering Drawings : Electrical Works | ||||||||||||||||
| Single Line Diagram | ||||||||||||||||
| Layout Plan and Section | ||||||||||||||||
| Clearance Diagram | ||||||||||||||||
| Outdoor Cable Trench Layout | ||||||||||||||||
| Indoor Cable Trench Layout | ||||||||||||||||
| Earthmat layout drawing for 33KV Switchyard | ||||||||||||||||
| Equipment Earthing Philosophy and Details for 33KV Switchyard | ||||||||||||||||
| 33KV Control Room Building Earthing Layout | ||||||||||||||||
| Erection Key Diagram-Plan | ||||||||||||||||
| Erection Key Diagram-Section | ||||||||||||||||
| Structural layout for 33KV Switchyard | ||||||||||||||||
| Main control room panel arrangement layout | ||||||||||||||||
| Typical lighting notes and details | ||||||||||||||||
| Outdoor lighting layout | ||||||||||||||||
| Indoor lighting layout | ||||||||||||||||
| Main control room lighting layout | ||||||||||||||||
| DSLP Layout | ||||||||||||||||
| Others, if any | ||||||||||||||||
| Engineering Drawings : Civil & Structural works | ||||||||||||||||
| Structural details of 33KV Beam | ||||||||||||||||
| Structural details of 33KV Tower | ||||||||||||||||
| Details of Support Structure for 33KV Isolator | ||||||||||||||||
| Details of Support Structure for 33KV CT | ||||||||||||||||
| Details of Support Structure for 33KV PT | ||||||||||||||||
| Details of Support Structure for 33KV LA | ||||||||||||||||
| Details of Support Structure for 33KV Bus Post Insulator | ||||||||||||||||
| Details of foundation bolt for 33KV Towers | ||||||||||||||||
| Details of foundation bolts for 33KV Equipments | ||||||||||||||||
| Layout & Details of Foundations, Cable Trench & Drains | ||||||||||||||||
| RCC details of foundation for 33KV Towers | ||||||||||||||||
| RCC details of foundation for 33KV CT, PT, LA, Bus Post Insulator | ||||||||||||||||
| RCC details of foundation for 33KV Isolator | ||||||||||||||||
| RCC details of foundation for 33KV Circuit Breaker | ||||||||||||||||
| RCC details of transformer foundation | ||||||||||||||||
| RCC details of cable trench sections | ||||||||||||||||
| Layout & details of road with parking | ||||||||||||||||
| Layout & details of drain | ||||||||||||||||
| Layout & details of Fencing & Gate | ||||||||||||||||
| Control Room - Doors and Windown Details | ||||||||||||||||
| Control room Finish schedule | ||||||||||||||||
| Control room detail of toilet, plumbing & sewarage system layout | ||||||||||||||||
| Control room foundation plan, layout of plinth beam and details of foundation, plinth beam and columns | ||||||||||||||||
| Control room layout of plinth beams, plan at roof level and detail of lintel beam roof beam and roof | ||||||||||||||||
| Control room layout and details of cable trench fixing detail of panels | ||||||||||||||||
| Control details of septic tank and soak pit | ||||||||||||||||
| Layout and details of guard room | ||||||||||||||||
| Composite layout showing all the facilities building and installation | ||||||||||||||||
| Fencing for substation boundary | ||||||||||||||||
| Others, if any | ||||||||||||||||
| Preparing and providing of work schedule and Bill of materials covering enter works in line with details given by client | ||||||||||||||||
| Quality Assurance Plan of Bought out items | ||||||||||||||||
| Quality Assurance Plan of Erection | ||||||||||||||||
| Barchart / Contract network incorporating supply and erection. | ||||||||||||||||
| Getting approval of design/drawings/barchart, etc. relating to the NASL jobs | ||||||||||||||||
| Providing technical specification of bought out items generally in line as described by NASL/NTPC in their specification. | ||||||||||||||||
| Interaction with customers design cell for preparation and getting approval of items 1 to 9 mentioned above and as warranted by client. | ||||||||||||||||
| BLL/322 | FRONT CONNECTOR FUSE BASE CARRIER | LIMITED | 12-Jul-07 | SINGLE | 26-Jul-07 | 4 | N/A | N/A | 22.8.07 | HR/42772 | GENERAL AGENCY & TRADING CO. | 2.90 | SEP'08 | |||
| BLL/326 | MACHINING COMPONENTS | LIMITED | 23-Jul-07 | SINGLE | 2-Aug-07 | 4 | N/A | N/A | 24.8.07 | HR/42790 | NAVA BHARAT ENTERPRISE | 0.23 | OCT'07 | |||
| 24.8.07 | HR/42789 | STANDMECH ENGINEERING | 0.26 | " | ||||||||||||
| 24.8.07 | HR/42788 | T.M.ENGINEERING WORKS | 0.07 | " | ||||||||||||
| 24.8.07 | HR/42787 | TAPATI ELECTRICALS | 0.16 | " | ||||||||||||
| BLL/327 | MACHINING COMPONENTS | LIMITED | 25-Jul-07 | SINGLE | 4-Aug-08 | 2 | N/A | N/A | 24.8.07 | HR/42785 | NAVA BHARAT ENTERPRISE | 0.27 | OCT'07 | |||
| 24.8.07 | HR/42784 | TAPATI ELECTRICALS | 0.22 | " | ||||||||||||
| BLL/328 | POWER PACK | LIMITED | 3-Aug-07 | SINGLE | 13-Aug-07 | 2 | N/A | N/A | 22.8.07 | HR/42769/3416 | HYECO SYSTEMS AND DEVICES | 2.07 | OCT'07 | |||
| BLL/330 | COPPER STRIP | LIMITED | 6-Aug-07 | SINGLE | 10-Aug-07 | 2 | N/A | N/A | 23.8.07 | HR/42771 | BHARAT METAL STORE | 0.77 | SEP'07 | |||
| BLL/331 | SOLDER - 50/50 | LIMITED | 16-Aug-07 | SINGLE | 20-Aug-07 | 3 | N/A | N/A | 22.8.07 | HR/42770 | CLASSIC ENTERPRISES | 0.72 | OCT'07 | |||
| PUR/9075/AS | BARE,BRIGHT,VACCUM ANNEALED CU COND.(6.25X50.5)MM2 | LIMITED | 24/07/2007 | SINGLE | 30/07/07 | 1 | PARAMOUNT CONDUCTORS LTD., | NIL | L-1 | MB/11194/ER DT.04/08/07 | PARAMOUNT CONDUCTORS LTD. | 1.35 | 15 DAYS FROM THE DATE OF RECEIPT OF ORDER. | |||
| PUR/9053/AS | ROLLER BEARING NJ-317(SKF/FAG) | LIMITED | 18/07/07 | SINGLE | 25/07/07 | 3 | ISHAN INTERNATIONAL,SUTCO BEARINGS INDIA PVT.LTD., UDAYA ENTERPRISE. | NIL | L-1 | MB/11220/ER DT.23/08/07 | ISHAN INTERNATION | 0.53 | 4TH WEEK OF SEPT'07 | |||
| PUR/9029AS | ROLLER BEARING NNU-318.C3 (2)ROLLER BEARINGNO.U1318,MR089 | LIMITED | 10/7/2007 | SINGLE | 17/07/07 | 3 | ISHAN INTERNATIONAL,SUTCO BEARINGS INDIA PVT.LTD., UDAYA ENTERPRISE. | NIL | L-1 | MB/11223/ER DT.23/08/07 | ISHAN INTERNATION | 1.00 | 2ND WEEK OF SEPT'07 | |||
| PUR/9041AS | ROLLER BEARING NJ-2316E (SKF/ FAG) | LIMITED | 13/07/2007 | SINGLE | 20/07/07 | 3 | ISHAN INTERNATIONAL,SUTCO BEARINGS INDIA PVT.LTD., UDAYA ENTERPRISE. | NIL | L-1 | MB/11221/ER DT.23/08/07 | ISHAN INTERNATION | 1.15 | 1ST WEEK OF SEPT'07 | |||
| PUR/9070/AS | MFG. OF NEW COMMUTATOR AS PER SAMPLE | LIMITED | 19/07/07 | SINGLE | 25/07/07 | 2 | THE BENGAL COMMUTATOR WORKS, DOLPHIN ELECTRIC (INDIA) | NIL | L-1 | MB/11224/ER DT.23/08/07 | DOLPHIN ELECTRIC (INDIA) | 2.27 | WITHIN 8 WEEKS | |||
| PUR/9105/AS | SILVER BEARING COMMUTATOR AS PER SAMPLE.147 SEG. | LIMITED | 6/8/2007 | SINGLE | 13/08/07 | 3 | THE BENGAL COMMUTATOR WORKS, COMMUTATOR MFG., DOLPHIN ELECTRIC (INDIA) | NIL | L-1 | MB/11250/ER DT.29/08/07 | COMMUTATOR MFG. | 1.29 | WITHIN 30 DAYS | |||
| PUR/9108/AS | MFG. OF SILVER BEARING COMMUTATOR OF 171 SEG. | LIMITED | 6/8/2007 | SINGLE | 13/08/07 | 3 | THE BENGAL COMMUTATOR WORKS, COMMUTATOR MFG., DOLPHIN ELECTRIC (INDIA) | NIL | L-1 | MB/11249/ER DT.29/08/07 | THE BENGAL COMMUTATOR WORKS | 1.33 | WITHIN 45 DAYS | |||
| PUR/9103/AS | MFG. OF NEW COMMUTATOR SEG-195 AS PER SAMPLE | LIMITED | 6/8/2007 | SINGLE | 13/08/07 | 3 | THE BENGAL COMMUTATOR WORKS, COMMUTATOR MFG., DOLPHIN ELECTRIC (INDIA) | NIL | L-1 | MB/11248/ER DT.29/08/07 | THE BENGAL COMMUTATOR WORKS | 0.70 | WITHIN 30 DAYS | |||
| PUR/9117/AS | DUAL COAT EN.CU.WIRE 14 SWG. | LIMITED | 18/08/07 | SINGLE | 24/08/07 | 3 | PARAMOUNT CONDUCTORS LTD., SAGUN COPPER COND. SWARNA GIRI WIRE INSULATION | NIL | L-1 | MB/11261DT: 30/08/07 | SAGUN COPPER COND (P) LTD | 0.91 | 4 WEEKS. | |||
| PP/LBO/POUCH BID-1 | Pouch Filling machine | Limited tender | 25.6.2007 | Two(2) Bid | 7.7.2007 | 4(Four) | 4(Four) 1.Vijay Enterprise 2. Standard Packaging 3. Modern Packaging System 4. Optosense Engineering | NIL | Yes | LOBP/MODERN/07-08/P-01 dated 14.08.2007 | Modern Packaging system | 1.1648 | Sep-07 | Aug-07 | Machine yet to be delivered | NA |