N3319122R4010 Construct Fire and Rescue Station Attach 1_(2 of 3).pdf

Design and Construction – New Fire and Rescue Station in Ocnita, Moldova OHASIS ID-38806

Version: 002

Typical required roll up doors from new FRS built by NAVFAC in Moldova. Notice pedestrian door in the roll up door to the left

Typical bollards required for truck bay entrances

Example of accident for not having bollards at the entrance of the truck bays

With the safety pressure sensor device/control in the lowest section of the roll up door, if there is any obstruction that would not allow the door to close, it would shut off the motor. This impedes any person from being crushed by the doors while closing, or any vehicle or the door themselves to be damaged if anything in placed in the way of the doors.

Doors to be provided with thermally insulated windows to allow for natural light in the truck bays when the doors are closed

Provide steel bollards filled with concrete, and painted in yellow and black stripes at the exterior entrances of the truck bay. See picture in previous page and the consequences of not having properly designed bollards.

The bollards shall be designed to resist the impact of a loaded fire truck at 10 km/h

Design and Construction – New Fire and Rescue Station in Ocnita, Moldova OHASIS ID-38806

Potential acceptable finishes for ceiling with exposed metal structure.

See hot water air blowers and fumes extraction hoses.

Typical hose exhaust extraction system

Typical hose exhaust extraction system

2.3.20 Garages – Ventilation Requirements

The contractor shall design the four truck bays or garages with the necessary ventilation so that there can be four trucks with the engines running and the doors closed without having any polluted air inside the truck bays.

All ventilation shall be done as required by Moldovan regulations.

Ventilation shall require large industrial exhaust fans and ductwork.

In other countries the industrial truck bays are equipped with special hose extraction system, as seen in the pictures below. The contractor shall implement this solution only if authorized by Moldovan regulations, as this system would better conserve energy in the winter.

Ductwork for forced ventilation system in a Moldovan fire station renovated by NAVFAC

Design and Construction – New Fire and Rescue Station in Ocnita, Moldova OHASIS ID-38806

2.3.21 Metal Ventilated Thermally Insulated Facade

The contractor shall provide a thermally insulated building, including metal ventilated thermally insulated façade, similar to the ones provided in Anenii Noi and Ungheni fire stations.

The other fire stations used Etalbond© Aluminum Composite Panels. The contractor does not need to use the same manufacturer, but the contractor shall use material with similar technical characteristics. The contractor needs to provide thermal insulation system (minimum 8 cm thickness) compatible with the metal ventilated façade system.

The metal ventilated system shall have the following technical characteristics:

- Aluminum panel thickness: ≥0.5 mm

- Section modulus, according to DIN 53293: 1.54 cm³/m

- Rigidity: 206Nm2/m

- Alloy according to EN 573-3: EN AW- 3105

- Temper of Aluminium sheets according to EN 515/EN 1396: H44 (Painted)

- Modulus of Elasticity (E) according to EN 1999 1-1: 70,000 N /mm2

- Tensile strength (Rm) according to EN 1396 ≥150N/mm²

- Yield strength (Rp0.2) according to EN 1396 ≥120 N/ mm²

- Elongation (A50 ) according to EN 1396 ≥3%

- Linear Thermal Expansion according to EN 1999 1-1: 2.4 mm/m for temperature difference of 100°C

- Core: Mineral filled polymer

The contractor shall hire the services of a company authorized by the manufacturer of the panels for their installation.

2.3.22 Floor surfaces

There shall be three different types of floor finishes: exposed concrete, concrete treated with epoxy and porcelain stoneware large format tiles.

- Exposed concrete: In the mechanical room and exterior paved areas.

- Treated concrete with epoxy cover (green color): For the truck bays and rest of industrial areas.

- Homogeneous porcelain stoneware tiles of large format: For all other areas.

For the concrete treated with epoxy (green color):

The contractor shall provide a special epoxy treatment of concrete or epoxy based mortar cover for the specified areas.

This floor material shall have the minimum technical features:

- 5 year warranty against wear or discoloration

- Certified as non-slippery

- Certified to be used in garage areas with anticipated presence of hydrocarbon liquid spills

- Applied by manufacturer recommended or certified or authorized workers or company

Design and Construction – New Fire and Rescue Station in Ocnita, Moldova OHASIS ID-38806

Homogeneous characteristic of the porcelain stoneware in comparison with standard ceramic tile (not acceptable in this project)

For the porcelain stoneware minimum 40x40 (color to be selected by the beneficiary):

Provide homogeneous grès porcelain tiles where indicated. Provide large format tiles with minimum size of 40x40 cm. Include matching wall base board from the same model as the tiles.

Grès Porcelain stoneware is a ceramic with a compact, hard, colored and non-porous body. Tiles shall be homogeneous or non-glazed. This means that all the material of the tile is made of the same material. If we cut a tile, there would be no difference between the bottom, the top of the middle of the tile. The word “grès” means that the ceramic body of the tile is extremely vitrified, that is to say compact, hence the exceptional great resistance. The result is a lean clay body, little refractory, fired in a kiln (at 1200-1400 C°) until it reaches a non-porous vitrification and a complete water-proofing.

The new ceramic tiles shall be high quality, provided with the following technical features:

- Scratch hardness of surface (Mohs) >8 (according to EN101)

- Resistant to impacts: Complies with ISO 10545-5

- Water Absorption: Tested by ISO 10545 - 3 ≤ 0.5%

- Deep abrasion resistance: Tested by ISO 10545 – 6: Max 175 mm3

- Frost resistance: Tested by ISO 10545 – 12: Tiles must not produce noticeable alteration to surface

- Chemical resistance: Tested by ISO 10545 – 13: Tiles must not produce noticeable signs of chemical attack

- Friction coefficient (slipperiness): Tested by ASTM C 1028 ≥ 0,60

- Size: Minimum 40x40 cm

Tile installation shall be done following manufacturer’s instructions and recommendations.

All floors shall be perfectly leveled. In the toilet and boiler room the floors shall be sloped towards the new floor drains to be provided as part of this contract. In the truck bays the floor shall be sloped towards the exterior of the building.

Cutting homogeneous porcelain stoneware tiles and regular ceramic tiles which are not acceptable

Design and Construction – New Fire and Rescue Station in Ocnita, Moldova OHASIS ID-38806

Typical epoxy cover for concrete in green color, as required by our contract.

Example of required finishes (from recently completed Fire

Station in Taraclia)

Typical grès base boards. Use same model as for the floor tiles

Applying epoxy treatment to concrete flooring. Flooring shall be perfectly leveled prior to the installation of any final layer.

Typical epoxy cover for concrete

Typical epoxy cover for concrete in green color, as required by our contract.

Design and Construction – New Fire and Rescue Station in Ocnita, Moldova OHASIS ID-38806

Typical required ceramic protection on the lowest part of the wall. This is required for all hallways and the 3 main garages Typical metal corner protection for all tiled corners.

2.3.23 Walls

The contractor shall provide plastered and painted walls with the following exceptions:

- On the truck washing garage: Contractor shall provide water resistant surface

- On the hallways and on the other 3 garages: Contractor shall provide ceramic tiles on the lowest 1.4 meters. This is similar to a ceramic wainscot.

- On bathrooms: Ceramic tiles from floor to ceiling

- On kitchen and around other locations where there could be water: Ceramic tiles. This is not required for the entire room, but only where there could be water splashes, as for example above the kitchen countertop.

In those areas where the contractor shall provide ceramic tiles on the walls, they shall use stainless steel or aluminum corner guards embedded in the wall tiles at all corners. The beneficiary shall select the colors among ample selection that the contractor shall provide, but in coordination with the colors used by other departments of the building.

Size of ceramic tiles shall be minimum 20x30 cm. Bigger tiles are authorized. Smaller tiles are not authorized.

Properties: Homegeneous, similar to the floor tiles.

Design and Construction – New Fire and Rescue Station in Ocnita, Moldova OHASIS ID-38806

Typical metal tiles for suspended ceiling

2.3.24 Ceilings

There shall be four different types of ceiling finishes:

- Exposed metal structure and ceiling panels in the garages

- Painted concrete: in mechanical room and storage rooms

- Acoustic suspended ceiling: In all administrative and living areas

- Perforated metal suspended ceiling: In the kitchen, all bathrooms and any other room with potential presence of high humidity.

The contractor shall provide suspended ceiling panels where technically possible, to cover all installations over the suspended ceiling while having easy access to them.

Definition of Acoustical Drop or Suspended ceiling.

Typical acoustical suspended ceiling

Design and Construction – New Fire and Rescue Station in Ocnita, Moldova OHASIS ID-38806

Window operational leaves / panels to open horizontally and vertically

2.3.25 Windows

The architect hired by the contractor shall maximize the use of natural light in the new Fire and Rescue Station, following the same pattern as in the fire stations in Soldanesti and Stefan Voda.

Provide aluminum insect screens in the exterior of all operational panels of the bathroom, kitchen and bedroom windows and in other 3 windows to be selected by the beneficiary. The contractor shall provide removable insect screens, provided by the same manufacturer that will provide the new windows required by this project. The contractor shall also provide window blinds as in the picture below for all windows, except for the bathrooms.

The new exterior windows shall be minimum of 5 chambered PVC profile with double glazing 6-16- 6 (unless specified otherwise). They shall be provided with the quality certificate that may be required for the intended use of the windows.

The contractor shall provide the windows with internal PVC sills and external aluminum or ceramic tile, with minimum 5% sloped away from the building.

Where indicated by the beneficiary, the contractor shall include non-transparent glazing (maximum 6 windows). This contract does not authorize the use of films to make the glazing non-transparent.

Operational panels of the new windows shall open horizontally and vertically as shown in the picture below. At least 50% of the window surfaces shall be made of operational panels.

For the internal windows, there is no need to provide double glazing, but it is acceptable to install a single 6 mm glass pane. As a minimum there shall be an internal window from the dispatcher room to the truck bays. These needs to be a fire wall separating the Administrative and Industrial areas, therefore this window may have to be provided with a fire shutter, if required by Moldovan regulations.

The designer hired by the contractor shall select the number and location of the windows, to maximize the use of natural light to all the rooms, including the truck bays.

Typical internal sill required for all windows

Design and Construction – New Fire and Rescue Station in Ocnita, Moldova OHASIS ID-38806

2.3.26 Exterior Doors - Aluminum

The number and sizes of exterior doors shall be designed by the contractor’s architect. As a minimum there shall be a main entrance to the Administrative areas, one door to communicate the building with the exterior grounds, and one door for the mechanical room.

These first two doors shall be designed and built with the minimum requirements specified herein:

- European standard aluminum profiles with break in the thermal bridge, and must have three rubber dust protection seals.

- With double glazing in the upper half (8-12-8)

- With required locks and anti-panic hardware, all made of stainless steel.

- Glazing in the upper half to be minimum thickness of 8 millimeters thick for safety reasons.

This is the thickness of each glazing panel.

- Provided with door closers and door stops to avoid damages by users.

- Aluminum profiles shall be minimum 8 cm wide and minimum of 1.4 kg/m

Typical exterior window profile

Provide 50% of exterior windows with window blinds, Design and Construction – New Fire and Rescue Station in Ocnita, Moldova OHASIS ID-38806

These doors can be also designed using exactly the same requirements as the new doors recently installed in the Soroca or Cimislia fire and rescue stations, managed by NAVFAC.

The new entrance door for the mechanical room shall be thermally insulated galvanized steel, with louver for ventilation. The other two entrance doors shall be heavy duty thermally insulated aluminum and provided with double leaves, with total width of opening of 1.6 meters.

All exterior doors to be officially rated and certified for heavy traffic or heavy use.

Typical Anti-panic hardware

Typical required metal door for the mechanical room.

Definition and description of break in thermal bridge

New entrance door for Cimislia FRS

New entrance door for Soroca FRS

Design and Construction – New Fire and Rescue Station in Ocnita, Moldova OHASIS ID-38806

Professional doors signs, to be provided on each internal door provided in this project

2.3.27 Interior Doors and Door Signs

Provide fire rated doors where required by Moldovan regulations. Some of general requirements for all doors include:

- All doors shall be installed without bottom thresholds.

- All doors to be installed with heavy duty stainless steel hinges and stainless steel handles.

- GPR on frame provided by manufacturer or hardwood on metal frame (the door and the frames shall be provided by the same manufacturer for both potential types of doors).

- All doors shall be designed to resist a vertical force of 200 kg without any deflection.

- All doors to be lockable.

- All doors to be provided with professional door signs.

There shall be two types of doors:

- Type 1: For Administrative block and firefighting unit

- Type 2: For all other industrial areas (storages, mechanic shop, air breathing apparatus,…)

For type 1 the contractor shall use heavy duty professional and high quality GRF solid doors and frames (GRP stands for Glass Reinforced Polyester) or solid hard wood on metal frames.

A modern composite laminate, G.R.P. is a versatile and well proven construction material that has been in use for over 50 years in a huge variety of applications, from boatbuilding, to motor vehicles, to building materials.

GRP is an inherently dent resistant laminate, able to withstand knocks and blows that would easily permanently deform and damage a traditional steel door.

Unlike steel, GRP door panels will not rust or corrode. Unlike wood, GRP door panels will not shrink, swell, warp or twist and do not require the regular attention needed to ensure a wood door retains its good looks.

Solid hard wood requires the doors to be made with solid core hard wood. Hard wood is defined as the wood from a broadleaved tree (such as oak, ash, or beech) as distinguished from that of conifers. If the contractor chooses to use the hardwood doors, the contractor shall use metal frames. The use of wood door frames is not authorized.

Provide with louvers for ventilation for the bathrooms/shower/locker rooms.

Provide with small non-transparent glazing for natural illumination of the hallways.

For type 2, the contractor shall use painted steel doors, installed over steel frames.

Design and Construction – New Fire and Rescue Station in Ocnita, Moldova OHASIS ID-38806

Typical GPR doors with windows

Typical required type 1 door (similar to the one required for bathrooms)

Typical required type 2 door

Typical required type 2 door

Design and Construction – New Fire and Rescue Station in Ocnita, Moldova OHASIS ID-38806

Kitchen

Typical countertop of artificial stone with widened edges. Typical kitchen furniture. Typical wall friso

Typical kitchen furniture in Anenii Noi Fire Station

2.3.28 Specific Requirements for Specific Rooms

The designer shall provide the list of rooms described in the tables included in paragraph 2.3.3 unless otherwise approved by the Department of Emergency Situations and accepted by the COR.

The following subparagraphs include some specific requirements for some specific rooms, which are part of the contract. If any material or equipment is not specified herein, but it is necessary in order to have a perfectly usable and operational Fire and Rescue Station, they shall be considered included in the contract, and the contractor shall use commercial grade materials and equipment in compliance with Moldova Code. This contract does not include furniture unless otherwise indicated in this document. Find below some of the specific requirements for some specific areas of the new facility:

2.3.28.1 Kitchen

The contractor shall provide the kitchen furniture. This includes the kitchen along the wall of 5 meters, which shall include:

- Double stainless steel sink with area for drying dishes

- Stove for cooking (electrical) with 4 burners and integral oven

- Kitchen hood for cooking fumes, with exhaust connected to the exterior of the building

- Artificial stone countertop along the 5 meters of wall (see pictures for required installation)

- Preinstallation for microwave

- Cabinetry behind the countertop and along 3 meters of wall above the countertop.

It is not included in this contract: refrigerator or microwave.

Design and Construction – New Fire and Rescue Station in Ocnita, Moldova OHASIS ID-38806

Locker room with 19 lockers

Typical required metal lockers

2.3.28.2 Locker room

Provide metal lockers minimum 2 meters high (provide minimum of 19 units)

Provide wooden or metal benches in the center of the room.

2.3.28.3 Laundry

The designer shall prepare one room to be the laundry facility. This room shall be provided with capacity to wash and dry the clothing used for the fire fighting, including a washing machine and a drier, as well as special sinks for laundry purposes (see pictures for typical sinks).

- Washing Machine: For minimum 9 kilos. Stainless steel body.

- Drier: For minimum 9 kilos. Stainless steel body.

Design and Construction – New Fire and Rescue Station in Ocnita, Moldova OHASIS ID-38806

Washer and dryers (stainless steel to be bolted to the building structure)

Washer and dryers (stainless steel to be bolted to the building structure)

Typical industrial sink for laundry

Typical industrial sink for laundry

2.3.28.4 Large garage area

The contractor shall provide a rack for drying hoses, as the one shown in the picture herein.

Design and Construction – New Fire and Rescue Station in Ocnita, Moldova OHASIS ID-38806

Special shelf for drying hoses in the new FRS built be NAVFAC in Soroca

Typical industrial metal shelves required throughout the building. Provide total 20 m³

2.3.28.5 Storage Rooms

The contractor shall provide metal shelves throughout the facility for general storage. The location and specific design shall be determined by the contractor in coordination with the beneficiary, following this general basis of design:

- Galvanized metal shelves.

- Total of 20 m³

- Designed for load of 100 kilograms with resting surface of 0.10 m²

Design and Construction – New Fire and Rescue Station in Ocnita, Moldova OHASIS ID-38806

Typical countertop of artificial stone for bathroom

Typical pebble flooring for shower

Typical shower installation. The use of shower plates is not authorized, but only special pebble flooring with membrane

2.3.28.6 Bathrooms

The contractor shall provide the bathroom facilities that are included in the list of rooms in paragraph 2.3.3. with the required plumbing appliances, as indicated in the designs for Soldanesti or Stefan Voda fire stations. The contractor shall follow the technical requirements and plumbing fixtures listed below:

- All showers to be built-in showers with pebble flooring (do not use shower diches)

- All sinks to be without pedestal or without contact with the floor

- Use stainless steel body (the use of chromed materials is not authorized)

Faucets Valves Shower hose and head Hand driers body Wall hangers (equivalent to 3 per toilet) Shower curtain rod

- Stainless steel piping. Any visible drainage pipe shall be made of stainless steel

- All toilets shall be ceramic, including the water tank. The use of plastic water tanks is not authorized

- Any internal partition shall be made of masonry plastered and tiled wall or phenolic partition. The use of wooden or metal or plastic partitions is not authorized.

Design and Construction – New Fire and Rescue Station in Ocnita, Moldova OHASIS ID-38806

Acceptable man-lift

Required type of scaffold

Required type of scaffold

2.3.29 Elevated Working Platforms

In order to work at heights (roof, facade, ceilings,…), the contractor will be required to install and use scaffolding and/or elevated working platforms.

Despite the scaffolds that may be authorized by Moldova regulations, the contractor is only authorized to utilize European Standard scaffolds similar to the ones shown in pictures below.

These scaffolds shall be installed and used in accordance with manufacturer’s recommendations.

In case the contractor needs to access the façade at any particular point without the need to install scaffolds, the contractor shall use a CE certified self-propelled man-lift, similar to the one shown in picture below. The use of other type of scaffolds, other non CE certified man-lifts, or any type of ladders for façade or roof work, IS NOT AUTHORIZED.

Some typical components of European scaffolding

Design and Construction – New Fire and Rescue Station in Ocnita, Moldova OHASIS ID-38806

Typical similar plaque from new Fire and Rescue Station in Ungheni

2.3.30 Commemorative Plaque

The contractor shall provide and install 1 commemorative plaque at the main entrance of the Fire and Rescue Station. The plaque shall have the following information engraved on it:

Colored Flag of Moldova Colored Flag of the United States of America EUCOM logo This text: “The construction of this Fire and Rescue Station in Stefan Voda was made possible through a donation from the people of the United States of America to the People of Moldova with the support of the Office of Defense Cooperation and US Embassy in Moldova – Date”

Same text as above in Moldovan.

- Minimum thickness 8 millimeters

- Minimum dimensions 75 centimeters wide by 50 centimeters high.

- Resistant to outdoor weather and UV radiation.

- Plaque to be manufactured by specialized company.

- Before purchasing the plaque, the contractor shall submit the design to the Contracting

Officer for approval.

Design and Construction – New Fire and Rescue Station in Ocnita, Moldova OHASIS ID-38806

2.4 Scope of Work of Contract Option-1 or CLIN002

The Base-Bid includes all necessary to have an operational fire and rescue station within the plot of land owned by the Department of Emergency Situations together with a Master Plan for the entire plot of land. Paragraph 2.3 and the annexes describe the work included in the Base-Bid, which is the minimum part of the project that the US Government will award to the successful offeror.

Paragraph 2.4 describes the scope of work of Contract Option-1 or CLIN002. It describes additional elements and work that will be awarded, or not awarded, depending upon availability of funds as well as other factors to be unilaterally considered by the US Government. The US Government reserves the unilateral right to award this contract option. The contractor shall provide separate pricing for Contract Option-1 or CLIN002, as described in the Request for Proposal (RFP) documents.

Contract Option-1 includes the following items of work:

- A pad-mounted back-up generator with automatic transfer switch

- Additional 600 m² of heavy traffic pavement.

- Sidewalks along the roads adjacent to the plot of land (approximately 200 liner meters)

- Perimeter fence (410 linear meters) around the entire plot of land

- Cleaning the plot of land to convert the forest into an urban park

2.4.1 Pad mounted back-up Generator

CLIN002 includes the design and installation of an exterior rated generator-engine set, with an automatic transfer switch to start and stop depending upon the availability of utility electrical power.

The designer shall prepare a detailed design for the emergency generator with an Automatic Transfer Switch. The size of the generator shall be the required to work at 75% capacity for 100% load of the building, using the required coefficient factors in Moldova.

Size of the generator shall be designed by the engineer hired by the contractor based on the loads of the building. The contractor shall design and install of a generator system, including all required accessories in order to have an operational automatic system. Contractor shall provide a pad mounted generator rated for exterior use and recommended by the manufacturer for extreme cold weather (i.e. block heater required). In addition to the weatherproof enclosure provided by the manufacturer, the contractor shall provide a light metal canopy to protect the engine-generator set from the rain and snow. The horizontal projection of the canopy shall be 3 times larger than the horizontal projection of the engine-generator set.

Generator set (generator and diesel engine) and the automatic transfer switch shall be a complete package provided by the same manufacturer, designed for indoor/internal use.

The generator set shall have a selector switch to select between automatic and manual operation.

Design and Construction – New Fire and Rescue Station in Ocnita, Moldova OHASIS ID-38806

Simplified electric diagram

Typical acceptable type of exterior generator, under a light metal canopy. The one required in our project shall be relatively larger than the one shown in the picture, from a recently completed project in

Ukraine

Typical acceptable exterior generator, to be provided under a light metal canopy. If the horizontal projection of the generator is 2 m², the canopy shall be minimum of 6 m². This is to protect the engine-generator further and to allow for maintenance during inclement weather.

Under automatic operation, the generator shall start automatically when a power outage of more than 5 seconds is detected, and shall connect the Fire and Rescue Station loads within 30 seconds. Once the utility power returns, the generator shall stop after 10 minutes of interrupted utility power supply, and shall connect the facility loads to the utility power within 1 second.

Synchronization for returning to utility power is not required.

Provide the manufacturer’s recommended concrete foundation and anti-vibration pads.

Perform testing recommended by the manufacturer by the manufacturer authorized representative.

The manufacturer shall provide a maintenance and operation training to the beneficiary.

After completion of the testing, the contractor shall provide the necessary fuel for the generator to run 24 hours at 75% capacity.

Perform commissioning (initial operation) by the manufacturer’s authorized technical personnel.

Payment for the generator shall not be authorized until the contractor provides certificate from the manufacturer’s authorized technician that the generator was installed, commissioned and tested in accordance with the manufacturer’s recommendations; that they have provided the necessary maintenance manuals, and that they have provided the necessary training.

In order to verify the training, the contractor shall provide an attendance list, with the names and signatures of those representatives of the beneficiary that attended the training.

Contractor is responsible to provide fuel for testing and to fill the fuel tank after commissioning is completed.

Design and Construction – New Fire and Rescue Station in Ocnita, Moldova OHASIS ID-38806

Conceptual ideas. NOT TO SCALE.

Red represents the building using the footprint of Stefan Voda Fire and Rescue Station

The grey area represents the heavy-traffic pavement included in CLIN001, which is the minimum to provide an operational fire station and estimated at 600 m², not including the sidewalks around the building (≥70 m²) or the ramp at the entrance of the garages (≥100 m²)

The brown area represents the additional pavement included in CLIN002. Total additional area shall be 1,370 m², including the sidewalks around the building and the entrance ramps

2.4.2 Additional 600 m² of heavy-traffic pavement

CLIN001 includes a minimum of 600 m² to connect the garages with the main street. CLIN002 includes increasing the surface of heavy-traffic paved areas to 1,200 m².

The designer shall propose the shape and location of this surface, with the limit that it has to be equal or greater than 1,200 m² in total.

The contractor shall design, build and inspect all heavy-traffic pavement for loaded fire truck without any deflection on the surface, which is a very demanding factor. NAVFAC has completed several fire stations in Moldova, and there were always problems with the construction of the heavy traffic pavement. After one year, the contractor had to do repairs in the pavement. In order to minimize the possibility of problems, the contractor shall hire the services of a third party expert inspector to certify that the exterior 1,200 m² of heavy-traffic pavement is indeed designed and built in accordance with Moldova regulations. The US Government will not authorize payment over 50% of the exterior heavy-traffic pavement until the contractor provides final acceptance by the third party expert.

Design and Construction – New Fire and Rescue Station in Ocnita, Moldova OHASIS ID-38806

Routing of new fence shall follow the exact limits of the plot of land, in coordination with pertinent authorities.

White circle: potential location of vehicle gate

White square: potential location of pedestrian gate

2.4.3 Perimeter fence (approximately 410 meters long)

The contractor shall provide a fence around the perimeter of the plot of land. For estimating purposes the contractor can estimate a metal and reinforced concrete fence as the one approved for the new Fire and Rescue Station in Soldanesti.

The contractor shall provide 2 gates for vehicles and 2 gates for pedestrians at the location that the beneficiary shall indicate. The contractor shall coordinate with the beneficiary, the Municipality and the cadaster authorities for the accurate marking of the limits of the plot of land.

Design and Construction – New Fire and Rescue Station in Ocnita, Moldova OHASIS ID-38806

Basis of design for the new fence. These are the minimum requirements

CAST IN PLACE

REINFORCED

CONCRETE

Design and Construction – New Fire and Rescue Station in Ocnita, Moldova OHASIS ID-38806

Basis of design for the new gates. These are the minimum requirements.

Design and Construction – New Fire and Rescue Station in Ocnita, Moldova OHASIS ID-38806

Area in blue represents the area under the scope of work of this CLIN002, which is all the areas between the plot of land the properly paved areas of Independence and Emil Loteanu streets.

2.4.4 Sidewalks along the two streets adjacent to the plot of land

The plot of land shares approximately 200 meters with adjacent streets Emil Loteanu and R11 or Independence Street. There are remains of an old street sidewalk along R11 and along Emil Loteanu street there is no sidewalk.

The plot of land is not immediately adjacent to the street. There is a buffer zone between the edge of the plot of land and the street as shown in the cadaster documents.

If this CLIN002 is awarded, the plot of land shall have a perimeter fence. This CLIN002 includes the complete development of the land between the plot of land and the street pavement. And it shall include:

- Cleaning the area highlighted in blue in the picture below.

- Providing a new sidewalk, with cast in place concrete,1 meter wide, or similar approved.

- Providing concrete curbs to separate street pavement from the sidewalks. New concrete curbs to be pre-cast and provided with concrete foundation.

- Repairs to the street pavement, only to make the connection with the new pavement.

Paving the street is not part of this contract, but only immediately adjacent to the new concrete curbs and in the area highlighted in purple in the drawing of next page.

Design and Construction – New Fire and Rescue Station in Ocnita, Moldova OHASIS ID-38806

Scope of work of paragraph 2.4.4. and other previous paragraphs

Typical potential section of sidewalk and concrete curb (using imperial units)

In purple: Approximate areas to be paved in order to provide a perfectly squared corner between the plot of land and the adjacent streets.

In blue: Areas to be cleared.

The contractor shall provide new concrete curb between the areas under the scope of work and the adjacent steets

In dashed white lines:

Concrete curbs

In black:

New sidewalks

In yellow:

New required fence.

In orange: Schematic pavement under

CLIN002

Red: New Fire and Rescue Station building

Grey: Schematic heavy traffic pavement included in

CLIN001

Design and Construction – New Fire and Rescue Station in Ocnita, Moldova OHASIS ID-38806

Provide new sidewalks with solid ornamental concrete bricks or cast in place concrete (as shown in picture on next page). Provide new precast concrete curbs to separate street pavement from new sidewalks.

Provide new sidewalks with solid ornamental concrete bricks (as in previous picture) or cast in place concrete (as shown on this picture). Provide new precast concrete curbs to separate street pavement from new sidewalks.

Typical potential section of sidewalk and concrete curb (using imperial units)

Design and Construction – New Fire and Rescue Station in Ocnita, Moldova OHASIS ID-38806

Existing conditions along R11 or Independence Street.

The contractor shall provide rounded corner between the streets Independence and Emil Loteanu, similar to the one shown on this picture, but with sidewalk for pedestrians.

The contractor shall repair the connection between the new concrete curbs and the existing street pavement, similarly to what is shown on this picture

New required concrete curbs with special piece for drainage. Contractor to prepare design in accordance with Moldovan regulations and with the requirements of this document.

Design and Construction – New Fire and Rescue Station in Ocnita, Moldova OHASIS ID-38806

Existing conditions along R11 or Independence Street. New concrete curbs to be straight following the dashed line.

Existing conditions along R11 or Independence Street. New concrete curbs to be straight following the dashed line. In purple, new paved area. Contractor shall provide new pavement to make a proper connection between the new sidewalks and the damaged existing street pavement.

Design and Construction – New Fire and Rescue Station in Ocnita, Moldova OHASIS ID-38806

Existing conditions along R11 or Independence Street. In purple, new paved area. Contractor shall provide new pavement to make a proper connection between the new sidewalks and the damaged existing street pavement.

Existing conditions on corner between Independence Street and Emil Loteanu. The contractor shall provide a perfectly rounded corner with new concrete curbs and sidewalks along.

Design and Construction – New Fire and Rescue Station in Ocnita, Moldova OHASIS ID-38806

Existing conditions on corner between Independence Street and Emil Loteanu. The contractor shall provide a perfectly rounded corner with new concrete curbs and sidewalks along. The contractor shall provide a perfect connection between the new rounded corner and the existing pavement. The contractor shall provide new pavement between the new rounded corner and the existing street pavement

Existing conditions along Emil Loteanu Street

Design and Construction – New Fire and Rescue Station in Ocnita, Moldova OHASIS ID-38806

Schematic representation of the required new 8 street lights. These could be installed inside the plot of land. The Emergency Situations department, in coordination with the Municipality, shall determine the exact location of the street lights

2.4.5 Street Lights (8 units)

These lights are in addition to the 6 exterior LED lights included in the Base-Bid.

As part of CLIN002, the contractor shall provide 8 new street lights, following this basis of design:

- 8 units

- Height of pole ≥7 meters

- Power ≥25 Watt

- LED technology

- Protection: IP66 of better

- Contractor shall provide the lighting fixtures and poles from the same manufacturer or supplier

- The contractor shall coordinate with the Municipality and the Department of Emergency

Situations where to connect the electricity. This could be directly connected to the Fire Station or to the Municipality electric network.

- Placed along Emil Loteanu and Independence Street, immediately adjacent to the plot of land.

Design and Construction – New Fire and Rescue Station in Ocnita, Moldova OHASIS ID-38806

Typical street LED lighting fixture and post

Factors to consider in the design of the street light system lights

Typical street LED lighting fixture and post

Typical street LED lighting fixture

Schematic representation of the required new 8 street lights. These could

Typical installation of street lights on new required concrete foundations

Design and Construction – New Fire and Rescue Station in Ocnita, Moldova OHASIS ID-38806

Existing conditions.

2.4.6 Cleaning the Plot of Land

If the US Government awards CLIN002, the contractor shall clean the entire plot of land. The intent and requirement is to convert an abandoned forest area into a fenced park area, in which it would be easy to walk throughout the area. As noted in the picture below, currently the plot of land if filled with weeds and other vegetation which makes it very difficult to walk around.

The contract includes elements such as:

- Grading areas

- Removing all vegetation from the floor (not trees). The beneficiary is responsible to remove the trees that interfere with the contractor’s design.

- Planting new trees (minimum 30 units). The contractor shall coordinate planting the new trees for the Ribbon Cutting Ceremony.

- Cleaning the surface

This contract DOES NOT include elements such as:

- Benches or any other urban furniture or equipment

- Sidewalks

- Walkways

-/-/-/-/-/-/-/- end of technical specification -/-/-/-/-/-/-/-/-

Design and Construction – New Fire and Rescue Station in Ocnita, Moldova OHASIS ID-38806

3 Annexes

ANNEX 1

3.1 Annex 1: Guideline to Prepare the Quality Control Plan

Immediately after award, the contractor shall prepare a Quality Control Plan following the guideline and format provided in this Annex 1. This is in addition to any quality control plan or documentation that may be required by Moldovan regulations for this type of construction activity. The Plan shall be accepted by the Contracting Officer before works are authorized to start at the job site.

Design and Construction – New Fire and Rescue Station in Ocnita, Moldova OHASIS ID-38806

[Project Title] [Contract Number]

QUALITY CONTROL PLAN

The purpose of this paper is to illustrate how our site organization, our staff and our procedures will help ensure the quality required by the technical requirements.

SITE ADMINISTRATION

[Describe how to carry out all formalities required by local law to open and run the worksite]

SITE FACILITIES

[Describe how the specific worksite is going to be delimited and organized]

STAFF SITE

[List the roles and relevant names of the staff to be employed on the worksite; provide a short description if necessary]

CONTROL ORGANIZATION

[Detail how it will work; who does what]

TESTING

[Describe how tests of soil and concrete will be conducted]

CHECKING THE QUALITY OF THE WORKS

[Describe]

CONTROL OF MATERIALS

GENERAL CONSTRUCTION CONTROL ACTIVITIES

[Describe]

SAFETY ON SITE

Design and Construction – New Fire and Rescue Station in Ocnita, Moldova OHASIS ID-38806

ANNEX 2

3.2 Annex 2: Architectural solution in Stefan Voda.

The contractor shall include all elements included in the design for Stefan Voda Fire Station, but adjusted to the field conditions in Ocnita and the additional requirements described in this document. The design for Stefan Voda, as well as the design for Soldanesti are both available for consultation. This includes some relevant parts of the design in Stefan Voda.

General data (beginning).

Performed

CPI

Lucasenco N.

Tuluc Elena

CPA Cojocaru V.

08.20

Director Lucasenco N.

I. General data:

1. The project of the building is elaborated according to the following documents:

- Urbanism certificate no. 09 from 19.05.2020 issued by the town hall. Ștefan-Vod ă, Ștefan-Vod ă district;

- Project theme, approved by the beneficiary with the project sketch;

- Topogeodesic study.

- Geotechnical study.

2. The reconstructed building is located in the built-up town. Ștefan-Vod ă, str. Chi sinaului. The construction will be located in accordance with the general plan previously coordinated with the city hall of Ștefan Vod ă.

3. The conventional elevation 0.000 for the construction given the floor level on the ground floor, corresponds to the absolute elevation of 171,000.

4. The following characteristics and normative tasks are accepted in the project:

а) Dynamic wind pressure -0.3 kPa;

b) Snow cover weight - 0.5 kPa;

c) Calculation temperature of the outside air - -16 C °;

d) The degree of seismicity of the construction - 8 degrees;

e) The degree of seismicity of the construction area - 8 degrees.

5. The degree of importance of the construction - II.

6. Degree of fire-explosion hazard - D.

7. The building has the height regime B + GF + 2F and partially has a technical basement.

8. The walls are made of 0.30 m thick autoclaved aerated concrete blocks. Construction scheme of the building represents a structure with a reinforced concrete load-bearing skeleton.

The roof consists of a metal structure. Sandwich cover.

21/14.05.2020 - AS

THE BASELINE SET OF THE PROJECT DOCUMENTATION

Marking

Name Remarks

Architectural solutions

Heating, ventilation and conditioning

21/14.05.2020 - SA

21/14.05.2020

- ÎVC

Technological solutions

21/14.05.2020 - TS

General Plan21/14.05.2020 - PG

Interior water supply and sewerage networks21/14.05.2020 - RAC

Indoor electric lighting / Power electrical equipment21/14.05.2020 - IEI/EEF

Thermomechanical solutions21/14.05.2020 - SM

Construction elements 21/14.05.2020 - C

Organization of construction works

21/14.05.2020 - OLC

Exterior water supply and sewerage networks21/14.05.2020 - REAC

Indoor gas supply21/14.05.2020 - AGI

External gas supply21/14.05.2020 - AGE

Automation of heating, ventilation and air conditioning21/14.05.2020 - AIVC

Automation of thermomechanical solutions21/14.05.2020 - ASM

Fire signaling21/14.05.2020 - SIP

Outdoor electric lighting21/14.05.2020 - IEE

External electricity supply networks21/14.05.2020 - REAE

Telecommunications and signaling21/14.05.2020 - TS

947,62

Degree of durability

B+G+F levels

II

III

Degree of responsibility

Degree of fire resistance

Number of levels

Built area

The volume of construction of the building

Total usable area

NAME OF INDICES Indices № ord.

Measure unit

TABLE OF TECHNICAL-ECONOMIC INDICES

621,84 m² m³ m²

II

5285,64

Beneficiary:

General

Inspectorate for

Emergency

Situations

Executor:

"Lunicon Proiect" L.L.C.

Pascani vill., str. Viilor, nr. 10

Licence series A MMII

nr. 043285 from 23.12.2013

CPI Certificate Series 2018-P Nr.0035 from 28.02.2018

Urban certificate nr.09 from 19.05.2020

CPA Certificate Series 2019-P Nr.0308 from 21.08.2019

DP

Sheet Stage Sheets

The fire and rescue station of SSE Stefan-Voda located on Chisinau Street, Stefan-Voda city, Stefan Voda district, cadastral number 8501211.112

Fire and rescue station

"Lunicon Proiect" L.L.C.

Chisinau, 2020

Doc. no.Sch. SheetQuant. DateSignature

The project is elaborated according to the rules and regulations in force and ensures the basic quality criteria of the constructions, regulated by the law on the quality in construction:

A - strength and stability;

B - safety in exploitation;

C - fire safety and explosive safety;

D - hygiene, human health, restoration and protection of the environment;

E - waterproof thermal insulation and energy saving;

F - protection against noise;

G - sustainable use of natural resources.

Chief project engineer: Tuluc Elena

The series number of certificate 2018-P nr.0035 from 28.02.2018

Chief proiect architect: Cojocaru Vladimir

The series number of certificate 2019-P nr.0308 from 21.08.2019

List of works that require the preparation of reports to verify the quality of works in decisive phases

List of works that require the preparation of reports to verify the quality of works that become hidden

1. Correspondence report of the foundation land, according to the engineering-geological surveys.

2. Report on the preparation of the floor support on the ground.

3. Report on the execution of foundation walls.

4. Report on the execution of the plinth wall waterproofing.

5. Report on the reinforcement of monolithic elements.

1. Digging the foundation pit.

2. Execution of the pillow for the foundation

3. Execution of foundations.

4. Execution of the elements of the monolithic skeleton (columns, beams) -on levels.

5. Floors, rulers - on levels.

6. Metal trusses (welding, installation).

Section 4 - 4, Sc.1:100.

General data (continuation).

08.20

The execution drawings of the Architectural solutions set

Sheet

Name

Remarks

General data (beginning).

Section 1 - 1, Sc.1:100.

Section 2 - 2, Sc.1:100.

Section 3 - 3, Sc.1:100.

Facade in axes "1" - "6", Sc.1: 100.

Specification of finishing works (elevation 0,000)

Ground floor plan, elevation 0.000, Sc.1: 100 (finishing works).

Second floor plan, elevation 3,200, Sc.1: 100.

Facade in axes "6" - "1", Sc.1: 100.

Facade in axes "E" - "A", Sc.1: 100.

Second floor plan, elevation 3,200, Sc.1: 100 (finishing works).

General data (continuation).

General data (final).

Specification of finishing works (elevation -3,000).

Specification of finishing works (elevation 3,100)

Ground floor plan, elevation 0.000, Sc.1: 100.

Schedule of documents cited and attached

Indication Name

NCM A.01.03-96 Modul de elaborare a documentelor normative.

Remarks

NCM E.03.02-2001

NCM E.03.02-2003

Protecția împotriva incendiilor a clădirilor și instalațiilor.

Dotarea clădirilor și instalațiilor cu sisteme automate de semnalizare și stingere a incendiilor

СНиП 2.04.05-85

Отопление, вентиляция и кондиционтрование.

NCM C.04.02-2005

Iluminat natural și artificial.

NCM C.04.03-2005 Învelitori. Norme de proiectare.

Scheme of the building, Sc.1: 200

Facade in axes "A" - "E", Sc.1: 100.

Facade in axes "1" - "6", Sc.1: 100. Chromatic solutions.

Facade in axes "6" - "1", Sc.1: 100. Chromatic solutions.

Facade in axes "E" - "A", Sc.1: 100. Chromatic solutions.

Facade in axes "A" - "E", Sc.1: 100. Chromatic solutions.

Roof plan, Sc.1:100.

Nodes A, B. Roof sandwich panel fixing nodes.

Nodes C, D. Monolithic ramp R-1.

Execution details D-1 ... D-3.

List of carpentry items (doors).

List of carpentry items (stained glass windows).

Cover detail C - 1, C - 2.

Ventilation ducts.

Basement plan elevation -3,000, Sc.1: 100.

60006600660066008000

33800

1 2 3 4 5 6

A

B

C

D

E

0,000=171,000

Performed

CPI

Lucasenco N.

Tuluc Elena

CPA Cojocaru V.

Director Lucasenco N.

21/14.05.2020 - AS

DP

Sheet Stage Sheets

The fire and rescue station of SSE Stefan-Voda located on Chisinau Street, Stefan-Voda city, Stefan Voda district, cadastral number 8501211.112

Fire and rescue station

"Lunicon Proiect" L.L.C.

Chisinau, 2020

Doc. no.Sch. SheetQuant. DateSignature

General data (final).

08.20

V. Execution of works

The construction execution works will be carried out according to the construction norms in force

NCM F.02.02-06, CНиП III-4-80, CНиП III-16-80. The finishing works will be completed only after all communications have been drawn up.

After mounting all communications all holes will be covered with concrete cl. C15 with small aggregates.

VI. Corrosion protection

To ensure the necessary durability, all metal elements not covered with concrete will be painted with corrosion protection varnish. All works will be executed according to CНиП II-23-78.

Horizontal and vertical waterproof insulation was made during the construction of the building.

VII. Environment protection

Environmental protection measures are determined by the nature of the environmental pollution that accompanies the execution and operation of the construction. Garbage and waste is concentrated in a place equipped with metal containers and is periodically evacuated by specialized services.

HEATING AND VENTILATION

Heating will be performed from the designed autonomous boiler room. Thermal agent parameters 95-70 ° C.

Radiator heaters - see compartment TS.

Ventilation of rooms - see HV compartment.

WATER SUPPLY AND SEWERAGE NETWORKS

The water supply will be made from the centralized external network.

See REAC and RAC section.

Sewage will be discharged into the city's centralized sewerage network.

ELECTRICAL EQUIPMENT

The power supply will be made from the external network 380/220 V. The distribution of electricity will be made from the power distribution panel. A generator and a transformer will be placed in the perimeter of the territory. See IEI / EEF section.

GAS SUPPLY

The gas supply of the building will be carried out from the centralized gas supply network, with the opinion of the respective court.

II. a. Architectural solutions

The designed building is located in the town. Ștefan Vodă, Ștefan Vodă district, Chisinau street. The building has a regular shape in the plan. The dimensions of the building between the axes are 33.8x20.8 m and the height regime B + G + F.

According to the requirements of the specifications elaborated by the General Inspectorate for

Emergency Situations of the Ministry of Internal Affairs, the construction "Shelter of rescuers and firefighters of SSE Ștefan-Vodă located on Chisinau Street, Stefan-Voda City" is designed in 3 levels and includes the following functions:

a) Basement: deposits.

b) Ground floor: 3 garages for cars, car wash, warehouses, dispatching,…