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TECHNICAL SPECIFICATION No. TZ/13/012/PM

Technical specification for selecting an architect to design a railway wheel and

axle machining plant and railway wheelset assembly plant in India.

Related Call for Tenders No.: INV/13/012/PM

Compiled by: Radim Zima, Martin Plach Jan Zdail Ji Vodk Joachim Marreck

Approved by: Jakub Weimann

Bohumn, March 19, 2013

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1. Brief description of the production process and envisaged capacities Production and production halls including facilities in addition to main and auxiliary technologies must be designed and adapted to match the given productions character, but also to be suitable for the given climatic zone and construction projects locality, and to comply with all legislative standards concerning the construction of industrial buildings and halls in India from the safety point of view. Part of the production and storage facilities will be also social amenities for the personnel according to the local standards, and offices for management and administration staff. Expected dimension of production hall: 2 x 120m x 25m. Halls are equipped one beam crane with lifting capacity 5t.

A cornerstone of the production will be mechanical machining of railway wheels supplied in a raw rolled condition after final heat treatment from the Czech Republic. Thus supplied raw wheels will be shipped in closed containers with their full surfaces jet-blasted and without conservation. At the place of destination the wheels will be offloaded from the containers and stored in a warehouse awaiting further machining. Mechanical machining of wheels takes place in several operations on vertical lathes carousels; these operations involve classic cut turning in which metal waste is generated steel shavings. The machining technology uses tools with replaceable blades made of cemented carbides (CDs). Some tools are also made of standard high speed steel. Most machining involves wet technology using a cutting fluid with a maximum 5% concentration of cutting oils, a system of circulation and collection of the cutting fluid in a closed loop system. Railway axles are supplied final machined, with only left material allowance for grinding of the axle seats. Therefore the axles are fully covered with conservation oil, packed and palletised. As with wheels, the pallets are stacked and transported from Bohumn to India in closed containers. After being offloaded from the containers at the place of destination in India, the axles are stowed in a warehouse. Before finishing operations are performed, axles are unpacked and de-conserved. The axle finishing operation comprises grinding axle seats on an NC cylindrical grinder in a wet process. After the final machining, the wheels and axles undergo ultrasound and magnetoscopy tests to identify any defects. After these tests, compliant wheels and axles are moved to a manual measuring and visual inspection station. After a final dimension check, the wheels and axles are stowed either in an intermediate storage facility before being press-fitted into wheelsets, or, in case of wheels to be supplied as free wheel, in an intermediate wheels storage facility, from where they are moved to a final painting and packaging station. Assembled wheelsets are moved to a bearing fitting station and then to a final paint station. Finished products, after being painted, conserved and packed, will be stored in an outdoor covered finished product storage facility, from where they will be shipped to end users throughout India (mainly IR repair centres or municipal transport and underground transport operators in Delhi, Bangalore, Mumbai, etc.). Finished products in India will be transported on covered trucks, either on wooden pallets or in metal racks.

The plan is to produce annually in a three-shift operation the following products and quantities: - complete wheelsets (WS) 4,000 units (8,000 wheels and 4,000 axles) - wheels for repairs and for building new rolling stock, locomotives, coaches and metro

cars for the Indian home market up to 8,000 units - wheels for rolling stock repairs intended for re-export to Asia up to 4,000 units

TOTAL CAPACITY: 16,000 20,000 railway wheels and 4,000 axles

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Main wheel and axle parameters: Wheels:

- nominal wheel diameter on tread after machining from 700 to 1,250 mm - nominal height of wheel rim after machining from 130 to 140 mm - nominal wheel weight after machining from 280 to 750 kg

Axles: - nominal diameter of axle seat after machining from 160 mm to 230 mm - nominal axle length from 2,000 mm to 2,500 mm - nominal axle weight after machining from 300 kg to 650 kg

2. Description of the used technology and plant equipment 2.1 Wheel machining technology For wheel machining mechanical machining, are used vertical lathes type SKI/SKIT/SKJ/SKIQ 12-16 NC. Wheels are first machined on carousels on the outside and the inside (so-called first operation and second operation), followed by finishing operation (final turning of the hub hole, boring and threading an oil-injection hole, drilling holes in wheel webs, machining shock absorber connection points, etc. (so-called third and fourth operation). The last operation performed on wheels before they are released for a finalisation process is static balancing. Static balancing is done on a dedicated equipment type CEMB VUBS 1500. At this plant products are also marked by manual stamping, including indicating position of residual imbalance. Oil-injection hole will be drilled outside of the vertical lathes, at a workplace equipped for this purpose with a radial drilling machine, either VO 50 or VO 80. The radial drilling machine will be equipped with a fixed table on which the wheel is to be placed in a horizontal position (for deburring and bevelling operations in the wheel web holes) and with a tilting table for drilling skew holes in the wheel web (oil-injection hole). Wheels will be manipulated from machine-to-machine by manually controlled electric manipulators type MH 90. The wheels will be stacked in piles of four to five units in a horizontal position see the photo No 1 with showing also transportation by fork lift. Photo No.2 Transport of black wheels.

- Total number of vertical lathes: 8 - Built-up area including manipulators: x sq.m - Built-up area with auxiliary machines (drilling machine, balancing machine, etc.): x sq.m - Total estimated electricity input: 1500 kW

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Photo No.1

Photo No.2

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2.2 Axle machining technology Axles are delivered to India already finally machined, except for the seat for mounting wheels or brake disc or parts of drives. These parts of an axle will be ground to their final press-fitting dimension on a CNC cylindrical grinder type BUC 63. The axles are manipulated to the grinder and from the grinder by a special hook suspended on a manually controlled electric block and tackle moving along a special structure above the grinder and the surrounding tables on which the axles are placed after the grinding operation and from which they are also picked up and moved to the grinder for the grinding operation. The tables are welded steel frames fixed to the floor by chemical anchoring bolts. Those table sections which are in contact with axles when being placed there and rolled, have plastic laths fitted to prevent the axle surface from being knocked and damaged.

- Total number of grinders: 2 - Built-up area including manipulation and tables: x sq.m - Total estimated electricity input: 200 kW

2.3 Wheelset assembly technology Wheels are press-fitted to axles with a CDR/CDRA 500 NC hydraulic press. Axles are manipulated to the press held by cord slings with a gantry crane or by manually controlled electric block and tackle which moves along a special structure above the press and its surroundings. Part of the press facility are tables on which axles are placed and prepared for the press-fitting operation. These are identical tables as the ones used at the axle grinding plant. Furthermore, part of this plant are rails installed in the halls floor, used for stowing and manipulating already assembled wheelsets. Part of the facility is also a free space where manual dimension measurements of the wheelsets after the press-fitting operation are performed.

- Total number of presses: 1 - Built-up area including manipulation and tables: x sq.m - Estimated total electricity input: 300 kW

2.4 Bearing system fitting technology Bearing systems are installed at a workplace separated from the production premises in order to maintain the environment required for bearing fitting works (dust and temperature). Here the wheelsets will be placed on an elevated rail track in such a way that the wheelset axle is positioned 700 mm above the floor level. Inner bearing rings and labyrinth rings will be heated by induction heaters of appropriate size and output depending on the ring size (weight). This station will be equipped with tables on which components are prepared prior to be assembled (unpacked, de-conserved, etc.). The station will be also equipped with manipulators for handling bearing boxes overhead pneumatic manipulators or balancers moving along an overhead steel structure. Maximum manipulated weight of the bearing box is 100 kg. Part of the workplace are separate intermediate storage rooms with bearing system parts (bearings, bearing box casings, front and rear covers, end plates, bolts and nuts). These parts are stowed on shelves and on pallets manipulated by a manually controlled electric car with slide bars.

- Built-up area including manipulation operation workplaces: x sq.m - Estimated total electricity input: 150 kW

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2.6 Shavings removal and cutting fluid management system Metal shavings generated during machining operations will be removed by steel link conveyers to a central channel running below the floor level to the end of the hall and from there by a conveyor outdoors, where the shavings will be discharged into metal crates, containers or railway trucks. As the shavings are being transported, remnants of the cutting fluid is separated and collected in a central collection tank and from there transported to a central cooling emulsion tank common for all the vertical lathes. A minimum width link conveyor is 800 mm, preferably made of hard material with high resistance against wear and hence also of long service life (Hardox).

2.7 NDT test technologies After the last machining operation, wheels and axles are delivered to a testing station with automatic ultrasound equipment to test them for potential internal defects in the rim or the wheel web and hub. The ultrasound test equipment is the first part of the NDT line. When entering the ultrasound test equipment, the wheels are placed in a loading position on a link or roller conveyor in a horizontal position, four or five wheels stacked on top of each other. During the scanning process the test probes move automatically. Also the transport and handling in the line by means of conveyers and manipulators is automatic. Deployed is an immersion method when the wheel is immersed in a fluid. The other part of the line is a magnetoscope for identifying wheel surface defects. After the test completion the wheels are demagnetised to the level of permitted residual magnetism. Part of the line is a cabin for the line operator. After leaving the magnetoscopy test equipment, the wheels are again stowed in a horizontal position, stacked up to five units on top of each other on the exit position of a link or roller conveyor of the same construction and concept as the line entry conveyor.

- Built-up area including manipulation and service facilities : x sq.m - Estimated total electricity input: 500 kW

2. 8 Dimension checks 2.8.1 Dimension checks of wheels. Wheel dimensions are checked with hand-held measuring devices at a separate station with a manually controlled electric rotation manipulator. During the check the wheels are placed on a work table. Part of the wheel measurement process using hand-held devices such as a slide calliper, depth gauge, cavity meter, special template, etc., is measuring the surface roughness and a visual inspection of the wheel. After checking the wheel on one side, the wheel is grabbed by the manipulator, turned over, put back on the table, and the remaining dimensions are checked. After being measured, the wheels are again stowed in a horizontal position, stacked up four-to-five units on top of each other.

2.8.2 Dimension checks of axles Similarly as with wheels, dimensions of axles are checked with hand-held measuring devices at a separate workplace. This workplace has metal tables (a structure welded from rolled sections), on which the axles are manually rolled by the shank. This part of the table surface is lined with plastic inserts to prevent the surface from being damaged. The axles are placed on the tables either by crane or by a forklift with slide bars. Above the tables is a steel structure with a manually controlled block and tackle with an attached special manipulation hook to hold the axle by the shank.

- Built-up area including manipulation and service facilities : x sq.m

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2.9 Painting, conservation, packing and palletisation Wheels are painted either manually with a brush or with a hand-held air spray gun while they are rotating in a horizontal position on guiding rollers. Upstream the spray painting station is located a station where the surfaces of wheel webs are cleaned before the products are painted. A manual line will be built for this operation, where the wheel is transported on a link conveyor in a vertical position. The first work position comprises cleaning and degreasing the wheels before they are painted. The wheel rotates here. Product called Simple Green is used for degreasing, in a 5 10% water solution; the manual cleaning process takes place while the wheel is rotating. A second work position is again with a wheel rotating, in which the wheel is painted, either with a brush or a hand-held air gun. This position and the following evaporation station has an extraction fan capturing volatile organic compounds (VOC) by active coal. Part of this facility will be also equipment for cleaning and desorption of active coal cartridges. The wheels are then moved out of the line by a forklift and stowed on premises where the paint dries in free air. Following that, the wheels are packed on wooden pallets and prepared for shipping.

- Built-up area including manipulation and service facilities: x sq.m - Estimated total electricity input: 450 kW - Annual paint consumption synthetic (average VOC content 40%) or water soluble

(average VOC content 10%) is estimated at 10 tonnes

2.9 Wastes their specification and volumes Metal shavings from machining operations: in total 3000 tonnes per year Grinding dust metal shavings mixed with grinding material: in total Machining emulsion: a 2% solution of cutting oil type xxx, in total xxx litres per year Hydraulic and gear oil: in total xxx litres per year Packaging material: base timber, wooden pallets, etc.: in total xxx tonnes per year Packaging material: polyethylene sheets, Myrelon, Lamiflex boards: in total xxx kg per year Cleaning cloths and paper wipes: in total xxx kg per year Ordinary communal waste, paper, plastics: in total xxx kg per year

The designs of machines and operating equipment must meet all Indian national regulations concerning work health, occupational safety, environment and fire safety. If any of the Indian regulations are more benevolent, than the design shall be done according to European standards.

All documentation must be drafted in English, with dimensions shown in both Imperial and metric units.

2.10 Data networks Data networks in production plants as well as offices will be controlled from a single location and using UTP Category 5e or 6 cabling. If the length of installation routes exceeds 100 m, another distribution branch must be installed directly in the production plant. At least two UTP cables must lead to every place and be terminated there. Because of the size of the networks and the length of the routes, using fibre optic cables is not envisaged.

A central distribution rack will be located in a separate room (width 19, height 42 U-units, depth 800 mm), with an appropriate network switch (48 ports, 100/1000 Mbit/s) with virtual server environment on a VMware platform (2 servers, a disk array), firewall and Internet

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and telephone service access technology. Room temperature must be maintained at maximum 25C and hence two air-conditioning units will be installed there (to provide redundancy for case that one air-conditioning unit fails). If only one air-conditioning unit were to be installed, a 24/7 service with a four-hour response time would have to be guaranteed. Relative humidity in the room should not exceed 70%. The power supply must be backed by at least a 2000 VA UPC and minimum backup time 15 minutes. Total server room consumption will be around 7 KVA @ 230 V. It is envisaged that in the future a diesel-generator may be installed, initially only an installation place and a supply route to be prepared (outdoors). The room must be protected by fire alarm system and security system (smoke, temperature, water). Main cable to the server room must be terminated with a RJ-45 connector.

In the production plants product data (operations, measurements, acceptance procedures, etc.) will be acquired at each machine through barcode readers and laptops. In the production facilities installed will be three to four PC terminal stations (mini PCs with SSD disks). Communication will be secured through a server in India (cache) to servers in the parent company in Bohumn and into its information system. Information about completed production will be available similarly as in Bohumn via BTGs IS or intranet. Electronic mail will be based on the MS Exchange platform, at the beginning using BTG facilities, with a copy available at the Indian locality. Telecommunication services will be provided via a small switchboard or by IP telephony. Between 20 and 25 extensions are assumed. For Internet connection and for remote connection to Bohumn, a 10 Mbit/s symmetrical line will be sufficient. Servers in the Indian locality will be administered remotely from Bohumn.

3. Logistics, transport, manipulation and storage system It is envisaged that raw wheels and axles will be imported from the parent company in Bohumn, Czech Republic, in containers. Manipulation with these products will require a ramp, both for offloading from containers and for final shipping in containers or on the truck semitrailers. Imports and exports will take place only on trucks.

Raw wheels can be stored outside on an open paved (concrete) surface. Max. capacity 4000 wheels. Axles (rough-machined) will be stored in a warehouse of a capacity 1000 axles.

Work in progress stored in halls.

Shipping warehouse finished products can be stored outside the hall, but under cover.

Storage paints, bearings, WS assembly parts, etc.

Manipulation with products is by approximately 6 electric fork lifts with lifting capacity 2,5 tons. It necessary to plan charging place for these fork lifts.

4. Construction project locality in India The development project locality is in the city of Shendra in the Aurangabad region. The land is part of an industrial zone and has a rectangular shape of an area of approximately 4 ha, unburdened by any previous construction.

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Climate classification: Climate in the Aurangabad region according to the Kppen scale is medium dry.

Temperature: an average temperature in Aurangabad ranges between 14 and 40C. A maximum temperature of 46C was recorded on 25th May 1905, and the lowest one, at 2C, was recorded on 2nd February 1911. During the cold season the region is occasionally hit by a cold front wave from the north of India, when temperatures can drop to as low as 4C.

Rainfall: maximum rainfall occurs during the monsoon season from June to September. An average annual rainfall is 731 mm. For more detailed information see the following table.

Humidity: An average humidity during the main three periods (before monsoon season, during monsoon season and after monsoon season) is 35%, 80% and 55%, respectively. For more detailed information see the diagram below.

5. Subject matter of the Tender The subject matter of the Tender is drafting design documentation (DD) for the construction of a railway wheel machining production plant in the specified locality, Shendra MIDC in India. The DD documentation must cover completely the entire complex, including all the bellow listed buildings, engineering structures and production technology facilities. The DD must also cover all buildings, engineering structures and production technology facilities not named in the Technical Specification, the necessity of which, however, will have arisen when this DD documentation is being prepared or discussed with the Procurer or with relevant authorities in India. The DD of all levels must meet all Indian laws and other regulations concerning buildings and land zoning proceedings, work safety, protection of health, environment and fire safety, or any other to the Procures as yet unknown, but by Indian authorities and organisations required, parts of the DD. If any Indian regulation is more benevolent than the corresponding European standard, the design must meet the European standard.

5.1. Different variants of architectural and construction design solution

Climate data for Aurangabad

Month Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Year

Average high (C) 29,7 32,5 36,1 39 39,9 34,9 30,3 29,1 30,4 32,6 30,9 29,3 32,9

Average low (C) 14,2 16,3 20,2 23,7 24,6 23 21,8 21,1 20,9 19,7 16,4 14 19,7

Precipitation (mm) 2,2 2,9 5,1 6,3 25,5 131,4 167 165 135,3 52,6 29,3 8,4 731

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Submitted shall be an architectural and construction design solution of the production facility in at least three different variants in 3D images, all of which must be during the design process consulted on an on-going basis with the Procurer. The selected architectural and construction design variant will be then completed and shall contain the following:

- An accompanying and summary report containing: o Identification data of the development project, the Investor, the Architect and the

construction project location. o Information about any hitherto use and build-up of the construction site and about

proprietorship relations, and a construction site review. o Information about any surveys conducted and about the sites connection to traffic

and technical infrastructures, an outcome of a hydrogeological survey and if none is available, the architect shall arrange for one to be carried out.

o Information concerning the requirements of relevant Indian authorities in this locality.

o Information whether general requirements on construction in the region have been met.

o Material and time links of the construction project to any related and prerequisite structures, and other measures required in the territory.

o Anticipated construction project dates and deadlines, including a preliminary project time schedule.

o Urban and architectural design of the project in relation to any already existing buildings in the locality.

o Impacts of the construction project on the environment and proposed protection measures.

o Breakdown of the project to individual buildings and engineering structures and production technology facilities.

o Measures to protect the health and safety of personnel. o Fire safety of the production complex and its buildings and structures, fire brigade

action options. o Protection of the buildings against harmful effects of external environment. o Description of the wider greenery area plan.

- Design drawings shall include: o A wider area situation plan showing connections to traffic and technical

infrastructures and the sites position within the countryside. o Breakdown of the complex to different zones, building structures and engineering

structures in 3D images, and production technology facilities. o General plan of the complex greeneries. o Coordination situation plan including a summary schematic drawing of

technologies, schematic diagram of reticulation systems of energies and a basic schematic diagram of water reticulation system and waste water purification system.

o Furthermore, included shall be a disposition drawing of operation and social amenity facilities, production buildings and all utility connections and production technology facilities plotted in layouts.

o Cross and longitudinal sections and elevations of the buildings. o Situation drawings including 3D models; elevations will be in colour. o The documentation shall be submitted in six sets in Czech and six sets in English,

plus in an electronic form (drawings in format dwg, tables in xls, texts in doc, and any other in pdf).

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5.2 Design documentation for a building permit (BPDD) or similar building administrative ruling allowing the project to be legally constructed, including issuing an official commissioning certificate, and including a bill of quantities for selecting a contractor

For this part of the Tender applies that the BPDD must meet all requirements of Indian laws and other regulations concerning building and land zoning rulings, work safety, protection of health and environment and fires safety, as well as any other requirements by Indian authorities and organisations on DD, as yet unknown to the Procurer.

o The scope and content of the BPDD shall, as a minimum, meet the requirement of Annex 1 to Public Notice No. 499/2006 and of preamble of section 5.2.

o This notwithstanding, it must always contain the following information: o Identification of the construction project, the investor and the architect, plus

identification data of the construction projects location. o Information about any hitherto use and build-up of the territory, the construction

land and legal proprietorship relations, and a review of the construction site. o Detailed description of the new use of the building complex, including all building

and engineering structures and production technology facilities. o Information about any surveys made and how the complex is going to be

connected to traffic and technical infrastructures, results of a hydrogeological survey and its impact on the design of the buildings and engineering structures and production technology facilities.

o Dealing with the requirements of relevant Indian authorities on construction works in the territory.

o Adherence to general requirements in relation to construction works in the locality. o Material and time links of the construction project to any related and prerequisite

structures and other measures required in the territory. o Construction project dates and deadlines, including a detailed project time

schedule. o Urban and architectural design of the project in relation to any already existing

buildings in the locality. o Impacts of the construction project on the environment and proposed protection

measures, a comprehensive waste management solution. o Breakdown of the project to individual buildings and engineering structures and

production technology facilities. o Measures to protect the health and safety of personnel. o Fire safety of the production complex and its buildings and structures, fire brigade

action options. o Protection of the buildings against harmful effects of external environment and

earthquakes. o Complete structural design of all buildings and engineering structures and

production technology facilities. o General plan of the complexs greeneries. o Connection to existing engineering services and sources of energies. o Heating, ventilation and lighting according to work hygiene standards in all

buildings and engineering structures and production technology facilities. o Design of staff amenities including social amenities (dayroom, first-aid room with

room for doctor, canteen, change rooms, showers, toilets, offices, a conference room, etc.). An assumed number of production workers is 61, technicians 14.

o The gate to the company with social building for security people, room for visitors o Parking place in front of the company (gate) for cars and motorbikes. o Sanitary plumbing, electro installation, day and artificial lights in all buildings and

engineering structures and production technology facilities. o The following requirements apply to the drawing part of the BPDD, plus Preamble

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section 5.2: o All layouts and sections shall be drawn in scale 1:100, elevations and situation

plans in scale 1:200; other scale can be used subject to the Procurers approval. o A situation plan shall include utility lines plotted in colour. o Elevations shall include a faade colour scheme. o Project budgets shall be in all variants broken down along the normal budget

systems, the Procurer requires RS Praha. o Part of the budgets must be also a bill of quantities for each individual building

structure, supply, installation and specification, broken down by building. Use of complete set, kit and other items without a concrete size parameters will be avoided in budgets, as far as possible.

o The BPDD shall be submitted in six sets in Czech and six sets in English, plus in an electronic form (drawings in format dwg, tables in xls, texts in doc, and any other in pdf).

5.3. Project execution design documentation (PEDD)

For this part of the Tender applies too that the PEDD must meet all requirements of Indian laws and other regulations concerning building and land zoning rulings, work safety, protection of health and environment and fire safety, as well as any other requirements by Indian authorities and organisations on DD, as yet unknown to the Procurer. If any Indian regulations are more benevolent that European standards, the design shall meet the European standards. o The scope and content of the PEDD shall, as a minimum, meet the requirement of

Annex 2 to Public Notice No. 499/2006 and of preamble of section 5.3. o Project budgets shall be in all variants broken down along the normal budget

systems, the Procurer requires RS Praha. o Part of the budgets must be also a bill of quantities for each individual building

structure, supply, installation and specification, broken down by building. Use of complete set, kit and other items without a concrete size parameters will be avoided in budgets, as far as possible.

o The PEDD shall be submitted in six sets in Czech and six sets in English, plus in an electronic form (drawings in format dwg, tables in xls, texts in doc, and any other in pdf).

5.4. Securing building permit proceedings, obtaining a building permit or an equivalent administrative permit allowing construction works to be carried out legally, including issue of an official commissioning certificate

o Submitting and discussing the documentation with relevant state administration authorities, organisations, societies and parties to the building permit proceedings in India. Obtaining their reactions and subsequently all building permits, land permits and land zoning rulings and building works notifications necessary for the construction of all building and engineering structures and production technology facilities in accordance with Indian regulations. The names of the relevant administrative proceedings in India are unknown to the Procurer, hence terminology used in the Czech Republic has been applied in this point as a demonstrative and substitute term.

5.5. Consultations o Consultation services will be provided through Procurers representatives who will

be named in the relevant Works Contract.

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5.6. Architects supervision o Architects supervision will be carried on an ad-hoc basis at the Procurers request

in the Czech Republic. In justifiable cases, when the Architects presence on the construction site is required, the DD author shall, at the Procurers request, carry out forthwith an architects supervision on the construction site in India. Unless the architects presence on the site in India has been invoked by errors in the DD, direct costs of this activity will be paid for by the Procurer.

6. Time schedule Envisaged project milestones and deadlines By 15.4.2013 Signing a Works Contract with a principal architect, commencement of design works By 30.6.2013 Architectural design By 30.9.2013 Architectural design of the selected variant By 31.3.2014 Building permit design documentation By 30.4.2014 Contractor selection design documentation By 30.6.2014 Building permit, signing a Works Contract with the selected contractor By 1.7.2014 Commencement of construction works 2015 Official commissioning and installation of machinery

7. Bid scope Scope of documentation and activities as required by Indian laws and regulations. The following is an assumed minimum:

Architectural design in variants Building permit design documentation Contractor selection design documentation Project execution design documentation Architects supervision Dealing with authorities Official commissioning Approval of the completed works for permanent use As-built documentation

Deadlines for the following milestones: o Preparation phase time schedule

Building permit design documentation Contractor selection design documentation As-built documentation

o Construction phases time schedule

Price broken down as per Clause 5 of this Specification Minimum 60-month warranty on the project Sanctions for missed deadlines References, preferably for projects in India Bids shall be submitted in Czech, alternatively in English Bids must be valid at least until 30.6.2013.

8. Bid evaluation criteria Deadlines Warranties References Price

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9. Method and deadline for bid submission By post in a sealed envelope, mailed so that the bid arrives before the stipulated

submission deadline (mailing address: Ing. Martin Plach, BONATRANS GROUP a.s., Revolun 1234, 735 94 Bohumn, Czech Republic);

The bids must be submitted in a sealed non-transparent envelope. The envelope must bear the Tender title, PROJECT INDIA and the text NEOTVRAT VBROV ZEN . INV/13/012/PM [DO NOT OPEN TENDER No. INV/13/012/PM];

Bid submission deadline APRIL 10, 2013.

10. Other terms and conditions - The Procures does not reimburses bidders the costs of preparing their bids; - The delivery sought by the Tender shall be carried out in accordance with

applicable legal regulations and provisions. Bids must be prepared in accordance with generally binding regulations and in line with the Procurers specification and requirements;

- The Procurer has the right to cancel the Tender at any stage and not to any winner, and has no obligation after the Tender conclusion to enter into a works contract or reimburse the bidder the costs of participating in the Tender. The bidder fully accepts the Tender terms and conditions.

- If you do not wish to take part in the Tender or are unable to meet the stipulated deadline for bid submission, please let us know by sending a message to the following e-mail address: mplachy@bonatrans.cz.

9. Procurers contact persons:

Martin Plach Head, Division of Technical Development tel.: +420 602 730 171 e-mail: mplachy@bonatrans.cz

Radim Zima Technical Director (TD) tel.:+420 602 730 022 e-mail: rzima@bonatrans.cz

Ji Vodk Project manager tel.:+420 606 201 214, e-mail: jvodak@bonatrans.cz

Joachim Marreck Managing Director of BONATRANS INDIA Pvt.Ltd. Tel. Indie: +91 976 438 2223 Tel. esko: +420 733 789 691 e-mail: jmarreck@bonatrans.in