wwtp cetinje_arhitektura

PRELIMINARY DESIGN FOR WWTP CETINJE & SEWERAGE NETWORK WITH FACILITIES

MUNICIPALITY OF CETINJE / MONTENEGRO

BOOK 5 WASTE WATER TREATMENT PLANT

VOLUME 5.3 ARCHITECTURAL DESIGN

IOV10-17 IK CONSULTING ENGINEERS APRIL 2012 PAGE 49






4. BILL OF QUANTITIES

4.1. PRELIMINARY WORKS WITH (01) FENCE AND (02) GATES

Unit Price

Total Price

POS. DESCRIPTION OF WORKS UNIT QTY EUR EUR

A B C D E D*E

1 PRELIMINARY WORKS

Acquisition of land, with possible displacing of electrical instalation as well as removing existing buildings shall not be part of this design. Bill of quantities and prices include earth works relative to newly designed terrain levell, respectively on made up ground and solid state of terrain.

Round-trip, staking out of complex plot and clearanse for excavation works.

1.1

Account per m. m 8,360.00 0.20 1,672.00

Providing necessary front (approximatly five meters) for placing works building fence and gate around plant complex.

1.2

Account per lump-sum price.

lump-sum - - 1,000.00

Clearing of bushes and other vegetation, with stockpiling away from work site, to waste land determinated by Client or Supervisor.

1.3

Account per lump-sum price.

lump-sum - - 1,000.00

Cutting down trees with trimming, pulling out stupms and removing such materials to suitable waste. Approximate width of trees is 10-30cm.

1.4

Account per piece. piece 20.00 25.00 500.00

Surface excavation by GN 200, VI VI category, the leveling of the terrain on complex .

1.5

Account per m3. m3 46,600.00 2.00 93,200.00

Filling of the field selected material from excavation, leveling in the field of the complex. Soil backfilled in layers of 20 cm, wet with water and huddle up to the required density. Land used for road deposited during excavation.

1.6

Account per m3. m3 8,220.00 2.50 20,550.00






Unit Price

Total Price


A B C D E D*E

Removal of excess excavated material, within the complex terrain was leveled at the plant, out of a particular landfill site, with loading and unloading soil from vehicles, and rough soil planning in the landfill, up to 5 km away.

1.7

Account per m3. m3 38,380.00 2.00 76,760.00

Staking of line and steps-axis for placing gate and fencing posts, as well as cleaning and finishing of terrain.

1.8

Account per m1. m1 320.00 1.00 320.00

Excevation for post and fence foundations, with finishing of bottom and dissposal of excevated materilas away from work area. (dimensions 0.80x0.50x0.50 m on every 2,00m)

1.9

Account per piece. piece 160.00 2.50 400.00

Acquiring, transportation and thumping of gravel buffer layer. Density should be set out according to structural analysis.

Account per m3.

1, 10

0.5 x 0.5 x 0.1 x 160 = m3 4.00 14.00 56.00

Concrete works for fence foundations (posts grouting). Concrete works are to be executed using concrete grad 30, with thumping and smoothening of surface ( in shape of shallow pyramid).

Account per m3.

1.11

0.4 x 0.4 x 0.75 x 160 = 54.00 m3 19.20 120.00 2,304.00

Development or acquiring and placing precast fence posts made of steel cylinders with diameter of 50 mm, (H=50+240+10cm).

1.12

Account per piece. piece 160.00 30.00 4,800.00

Acquiring and placing five rows of galvanized steel wire d = 4mm, with straining of framework in upper, midle and lower zone, and diagonal braces in every field.

Account per m1.

1.13

320,00 x 3 + 320,00 x 2.0x1.41 = 1862,50 m

1 1,862.00 1.00 1,862.00






Unit Price

Total Price


A B C D E D*E

Acquiring, transportation and placing of galvanized, chicken wire, with diameter of 2mm with mesh of 4 mm, strained hight of H = 2.40m, with hanging and tying. Framework is to be strained in upper and lower zone, to posts and diagonal braces in every field.

Account per m2.

1.14

320,00 x 2.4 = 768,00 m2 768.00 6.00 4,608.00

Acquiring and placing of three rows of galvanized barb wire, d=4mm, in upper zone, and in every field of the fence.

Account per m1.

1.15

320,00 = m1 320.00 1.20 384.00

Acquiring, transportation and placing of entrance one wing steel (pedestrian) gate. Gate is to be supplied with necessary hardware. Gate needs to be protected with anti corrosion inhibitor.

Account per piece.

1.16

dim. 0,90m x 2,10m piece 1.00 400.00 400.00

Acquiring, transportation and placing of entrance, two wing, steel (vhiecle) gate. Gate is to be supplied with necessary hardware. Gate needs to be protected with anti corrosion inhibitor. All fabrication drawings shall be done by the Supplier and Contractor.

Account per piece.

1.17

dim. 6,00m x 2,10m piece 1.00 2,500.00 2,500.00

Grassing of all free land area, with maintenance to the first mowing.

Account per m2.

1.18

m2 6,100.00 2.40 14,640.00

1,19

Construction of the access road to the plant site according to the regulations for this type of works. The road is of length L=300,00 m, width of 3.50 m. Unit price includes all the necessary work and materials (excavation in the VI category material, the buffer 25 cm, BNS asphalt 6 cm, AB 4 cm, the necessary concrete work)

m1 300,00 500,00 150.000,00

1,20 Construction of the access road within m2 1.352,50 40,00 54.100,00






Unit Price

Total Price


A B C D E D*E the plant area according to the regulations for this type of works. Unit price includes all the necessary materials (the buffer 25 cm, BNS asphalt 6 cm, AB 4 cm)

PRELIMINARY WORKS TOTAL 431.056,00

4.2. (03) GUARDHOUSE

Unit Price

Total Price


A B C D E D*E

1 EARTH WORKS

Excavation for continous footings with bottom finishing and lateral dismissing of excavated materials away from work site. III and IV class of soil. Trench depth of 0.00 - 2.00 m.

Account per m3

1.1

m3 14.13 12.00 169.56

Acquiring, transportation and thumping of gravel buffer layer up to designed dencity according to structural analysis. Underneath building foundations.

Account per m of thunped gravel

Underneathe building foundation

m3 0.61 14.00 8.54

Underneath foundation slab

m3 1.73 14.00 24.28

Underneath pavement of the object

1.2

m3 1.15 14.00 16.13






Filling of healthy soil to the layers of 20 cm with compaction to full density and possible wetting if required by the supervisor. The calculation is given for filling and transportation of the soil from landfill construction site.

Account per m3.

1.3

m3 7.50 2.50 18.75


Account per m3 transported soil

1.4

m3 6.63 2.00 13.26

EARTH WORKS TOTAL 250.51

2 CONCRETE AND REINFORCED WORKS

Installation is only permitted mechanical made concrete, characteristics and quality required in the static calculation. Provides for the use of smooth formwork except as specifically stated otherwise in the positions of quantities. Deviations from the projected plane dimensions and elevation must not exceed +5 mm. All bad derived places or parts of the structure (deviations from the required dimensions, segregation, inadequate stamp concrete, etc.) will be removed and re-done or repaired if possible, as determined by the designer and construction supervisor of the Investor, at the expense of the contractor. The unit price includes the purchase of materials, preparation and installation, all labor and tools, transportation, moving or stationary scaffolding, formwork, masonry arches templates and production kit.

Plain concrete

2.1 Concrete works for double layer buffer sized d=5 cm using plain concrete grade 20

Underneath building foundation

m 6.72 5.50 36.96

Underneath foundation slab

m 11.56 5.50 63.58






Acquiring of materials and concrete sidewalks with concrete MB20 thickness d= 10 cm above the processing area. The upper surface of the pavement at the slope of the building. For each 2.00 m sidewalks do expansion Joints 2 cm wide and fill them with hot bitumen. Dividers to separate the sidewalk width of 2 cm along the entire building and fill it with hot bitumen.

Account per m2.

2.2

0.6 *19.2 = m2 11.52 6.00 69.12

Reinforced concrete

Acquiring of materials and concrete continious footings MB30 leaving the necessary anchors. Work in all the static calculation and details of reinforcement.

Account per m3 with necessary formwork.

2.3

m3 5.32 120.00 638.40

Acquiring of materials and concrete foundation slabs (floating pod) MB30. Work in all the static calculation and details of reinforcement. Tickness of the slab d=12cm

Account per m3 with necessary formwork.

2.4

m3 1.83 150.00 273.78

Concrete works for vertical beams in smooth forms using concrete grade 30. Square shaped profil 20/20 cm

Account per m3.

2.5

m3 0.40 170.00 68.00

Concrete works for beams is to be done using smooth forms and concrete grade 30.

Account per m3.

2.6

m3 1.52 170.00 258.40

Acquiring of materials and manufacturing floor ceiling TM-3, 16 +4 cm thick. Blocks pre-treated by placing reinforcement in grooves and filling with cement mortar. Finished mounts fitted over fetni carrier. Plate and rib reinforced by the project and details. Concrete, concrete MB 30. Formwork must remain at least 14 days.

Account per m.

2.7

m 15.21 55.00 836.55






CONCRETE AND REINFORCED WORKS TOTAL 2,244.79

3 REINFORCED WORKS

The unit price includes the purchase of materials, transport, placing and binding reinforcement kit.

Supply, stretching, cutting, cleaning, bending, placing and tying reinforcing steel - reinforcing the formwork

3.1

Account per kg.

contininous footings (80kg/m)

kg 425.60 0.80 340.48

foundation slab (10kg/m)

kg 152.10 0.80 121.68

vertical and horizontal beams (150kg/m)

kg 288.00 0.80 230.40

floor ceiling (125kg/m)

kg 380.25 0.80 304.20

REINFORCED WORKS TOTAL 996.76

4 MASONRY WORKS

Masonry may be used only bricks and blocks of brick machine made, the proper format, straight edges and surfaces, well-baked, no cracks. Building made exactly according to plans and static calculations, clean, horizontal lines, with no fragments smaller than 1/4 brick. Connections must be correct, and the edges of the walls of the straight and vertical - podvisak. The unit price includes the purchase of materials, mortar preparation, installation, all labor and tools, transportation, moving and stationary scaffolding, masonry arches templates and production

Masonry walls of brick sandwich 12 cm, 4 cm layer of air, insulation 5 cm, PE film and bricks 12 cm, the total thickness of 12 +12 +4 +5 = 33 cm. Walls to work in the compo proportions 1:2:6, ensuring that air does not fill the gap with mortar. The walls are interconnected anchors, 4 pieces per m2 of wall. Insulation derived from hard-pressed mineral wool slab and vapor barrier PE sheets. The price includes the extra scaffolding. Calculation per m2 kit-built sandwich wall openings shall be rejected.

Account per m.

4.1

m2 20.40 31.00 632.40






Acquiring of building materials and interior walls 12 cm thick full brick facade in the compo proportions 1:2:6. To use the entire brick masonry and a half straight cut-off edges. Couplings carried out using a square or circular iron rod sections corresponding to the coupling. Bricks should not be soiled plaster. According to the final building of the wall fugue technique is choice of the designer. The price also includes grouting, corners and extra scaffolding.

Account per m.

4.2

m2 8.65 14.00 121.10

Acquiring of of material and cement screed 1:3 scale as the substrate for floors. The upper surface is smooth and prepared to take the final floor covering.

Account per m2.

4.3

3.9*3.9 = m2 15.21 7.50 114.08

Rendering of internal and external walls and ceilings using compo mortar 1:2:6 in two layers with fine floating.

Account per m2.

4.4

m2 99.60 6.00 597.60

MASONRY WORKS TOTAL 1,465.18

5 CARPENTRY WORKS

Allow phonetic typing Acquiring of materials and installation of wooden roof construction, and quality of dry fir timber, according to JUS. The square roof with a drop of 22 . Do everything required to do carpentry and roof elements of Flash reinforcing iron, anchors, clamps and screws alike.

Dimension of roof construction:

rafters 12/14 cm, at distance of 90 cm

cornea 12/14 cm

crest 12/14 cm

Allow phonetic typing Wooden elements protect against moisture and insects, the coating is choice of the designer.

Calculation per m2 of horizontal projection of the built and protected roof.

5.1

m 29.16 25.00 729.00






Acquiring of of material and boarding planks thickness d = 24 mm, of coniferous wood, which are mounted to the touch. Boarding and bituminous cardboard sets as a basis for a roof of tin. Wooden elements to protect against moisture and insects, the coating is choice of the designer.

Calculation per m, the horizontal projection of the roof, installed and protected floorboards flashings from roofing paper.

5.2

m2 29.16 10.00 291.60

CARPENTRY WORKS TOTAL 1,020.60

6 INSULATING WORKS

All Insulating work must be performed meticulously and accurately according to the requirements of the project, estimate of works and details. The used materials must comply with applicable regulations and stardandima, provided with certificates accredited institution, proven in use, and how permanent facility or designed so that their possible replacement. Any errors in the structure must be adequately remedied or repaired prior to application of insulation materials. The unit price includes the purchase of materials, transport and production

Acquiring and installation foundation slabs of hydro and thermo insulation thickness d=5 cm, one layer of sheathing paper, two hot and one cold bituminous emulsion coating.

Account per m2.

6.1

m2 14.44 13.00 187.72

Supply of material and thermal insulation of the ceiling, according to an unheated attic of hard mineral wool d = 5 cm in the sandwich of PVC film d = 0.2 mm.

Account per m2.

6.2

m2 3.51 11.00 38.61

INSULATING WORKS TOTAL 226.33

7 METAL WORKS






All positions are made from the adopted typical profile, all in accordance with the scheme, details and workshop drawings. Door frames are installed on the system of dry mounting, via steel bevel anchored at the wall. Throughout the volume of openings to perform sealing pur foam. According to the size of the wing hinge to determine the number and strength (for a minimum of three door pieces per lap). Throughout the extent of the wing is a double gasket profile (minimum three-fold). The schemes are podprozorna lumber and aluminum coating comprehensive profiles (to do with the wall). Sealing glass and sashes to provide custom-fit rubber bands. All fields covered in locksmith work raditiu all the schemes and details. Measures taken on the spot. Opening to view the grounds. Workshop documentation gives the contractor on the basis of their technological solutions, and the authorization for the program of the workshop documentation signed by the designer, or supervisor.

Acquiring of materials, fabrication and installation of facade metal works, made of aluminum profiles with required stiffeners and thermal barrier. The finish is aluminum color coating in choice of the designer. Metal works is glazed thermal glass d = 4 +12 +4 mm. Positions equipped with appropriate fittings, all in accordance with the manner of opening, and the choice of the designer.

Single-glazed door , double coated sheet with mineral wool.

7.1

dim. 100/205+45 piece 1 300.00 300.00

One wing window - wing opens lower around the horizontal axis (ventus mechanism).

dim. 100/150 cm piece 3 100.00 300.00

One wing window - wing opens lower around the horizontal axis (ventus mechanism).

dim. 100/50 cm piece 1 80.00 80.00

Multi wing window - wing opens lower around the horizontal axis (ventus mechanism).

dim. 300/150 cm piece 1 350.00 350.00

7.2 Acquiring of materials, fabrication and installation of interior doors, made in the construction of aluminum profiles with required stiffeners. The finish is aluminum color coating in choice of the designer. Skylights glazed with plain glass is d = 6 mm. Positions equipped with appropriate fittings, all in accordance with the manner of opening, and the choice of the designer.






Calculation per unit built, glazed and finally processed position ..

Single door, single-coated sheet metal.

dim. 80/205+45 piece 1 150.00 150.00

dim. 100/205+45 piece 1 180.00 180.00

Metal grid used as doormats is complitely built from flat steel with frame. dim. 100/60 cm.

7.3

Obraun po komadu. piece 1 60.00 60.00

UKUPNO BRAVARSKI RADOVI: 1,420.00

8 TIN WORKS

All tin works will be carried out of plastic, aluminum sheet with the appropriate tourniquet, merger passes. Sheet thickness less than 0.60mm for a tourniquet 1-2 mm type. Connections for the substructure shall be suitable nails (for wood) and the appropriate screws and anchors (for concrete). All visible surfaces, boards, gutters, standing and lying hinge must be perfectly straight, true and equally distant from the surface of walls, slabs and the like. All plumbing works are taught entirely free of mortar and other impurities. The unit price includes the purchase of materials, fabrication and installation.

Acquiring of materials and TR plasticized aluminium sheet d = 0.7 mm. An integral part of the mounting position of all fittings to cover the ridge, bay, lying toward the end of the roof eaves flashings around penetrations through the roof and others. Roof cover is placed over boarding with roofing paper (which is counted separately).

Account per m

8.1

m2 33.84 22.50 761.40

Acquiring of of material and aluminum gutters hanging plasticized sheet d = 0.6 mm, complete with fittings for attachment. Lamination in the tone of the designer of choice.Hanging gutter square section 12/12 mm

Obraun po m1.

8.2

m1 22.56 16.00 360.96

8.3 Acquiring of materials, fabrication and installation of vertical drains gutters coated aluminum sheet thickness d = 0.6 mm., Complete with fittings for attachment. Lamination in the tone of the designer of choice. Circular gutter pipe 100 mm m

1 6.30 12.50 78.75






Account per m1.

Plasticized flashing window sills, aluminum sheet thickness d = 0.60 mm, width 35 cm developed.

Account per m1.

8.4

m1 6.40 15.00 96.00

TIN WORKS TOTAL 535.71

9 CERAMIC WORKS

For all of the pottery works may be used only tiles of class, project the required dimensions and quality, glazed or unglazed, equipped with the necessary certificates. When tiling avoid cutting board and, if necessary, cut pieces shall not be narrower than 5 cm, and the cut edges sanded. Vertical and horizontal joints must be absolutely coincide. Derived, oploane surface must be flat and smooth, without vitopernih tiles. The unit price includes the purchase of materials, transport, all tools, scaffolding needed.

Lining the walls, ceramic glazed tiles (flysch) in cement mortar 1:3 at the height of 1.50 m.

Account per m2.

9.1

m2 9.00 16.00 144.00

Flooring with the development of the socle in cement mortar 1:3. Height Sokle the longer side plate (20cm) Sintered ceramic glazed tiles broadcast

Account per m2.

9.2

m2 11.15 22.00 245.30

CERAMIC WORKS TOTAL 389.30

10 FACING WORKS

The used material for the facade works must be first class, and the works carried out only with skilled labor. The unit price includes the purchase of materials necessary scaffolding, all the necessary tools and development.

Painting wall faces with acrylic paint resistant to atmospheric and enviroment influence

Account per m2.

10.1

m2 32.24 5.00 161.20

FACING WORKS TOTAL 161.20

11 PAINTING WORKS






The used material for painters' works must be first class, and the works carried out only with a skilled work force. Painting works include proper preparation of surfaces depending on the substrate and the type of paint that is applied. Applied colors must be the same tone and completely cover the surface, absolutely and uniformly related to the substrate. The unit price includes the purchase of materials necessary scaffolding, all the necessary tools and development kit.

Painting of internal wall and cellings surfaces, with moisture resistant dispersion colour.

Account per m2.

11.1

m2 45.28 3.00 135.83

PAINTING WORKS TOTAL 135.83

12 MISCALENIOUS WORKS

Acquiring and placing of PVC - pipes 100 mm for conducting electrical insulation through wall foundation.

Account m1.

12.1

m1 1.00 10.00 10.00

Acquiring and placing of external shoe scraper.

12.2

Account per piece kom 1.00 10.00 10.00

Development and placing of metal cantilever with steel bar 50 mm. Bar needs to be coloured in the same colour as metalworks and anticorrossive protected

12.3

Account per piece kom 1.00 20.00 20.00

Acquiring of materials, fabrication and installation of a wooden desk on the inside and outside of the front of the application. Pult do the fine oak boards covered, protected and polished

Account per m2.

12.4

m2 3.40 65.00 221.00

Cleaning and washing of whole building after finishing works

12.5

Account lump-sum price

lump sum - - 100.00

MISCALENIOUS WORKS 361.00






4.3. SUMMARY FOR (03.) GUARDHOUSE

SUMMARY FOR GUARD HOUSE (03.)

EUR

1 EARTH WORKS 250.51

2 CONCRETE AND REINFORCED

WORKS 2,244.79

3 REINFORCED WORKS 996.76

4 MASONRY WORKS 1,465.18

5 CARPENTRY WORKS 1,020.60

6 INSULATING WORKS 226.33

7 METAL WORKS 1,420.00

8 TIN WORKS 535.71

9 CERAMIC WORKS 389.30

10 FACING WORKS 161.20

11 PAINTING WORKS 135.83

12 MISCALENIOUS WORKS 361.00

TOTAL 9,207.20

4.4. (12.) COMMAND BUILDING

Unit Price

Total Price


A B C D E D*E

1 EARTH WORKS

Excavation works for foundation slab and basement with bottom finishing and lateral dismissing of axcavated materials away from work site. III and IV class of soil.Trench depth of 0.00 - 2.00 m.

Account per m3.

1.1

m3 2,100.00 12.50 26,250.00

1.2 Acquiring, transportation and thumping for gravel buffer layer up to designed dencity according to structural analysis






Account per m3.

underneath foundation slab

m3 47.20 14.00 660.80

underneath pavement

m3 9.30 14.00 130.20

Filling of healthy soil to the layers of 20 cm with compaction to full density and possible wetting if required by the supervisor. The calculation is given for filling and transportation of the soil from landfill construction site.

Account per m3.

1.3

m3 1,073.50 3.00 3,220.50


Account per m3.

1.4

m3 1,026.50 5.00 5,132.50

EARTH WORKS TOTAL 35,394.00

2 CONCRETE AND REINFORCED WORKS

Installation is only permitted mechanical made concrete, characteristics and quality required in the static calculation. Provides for the use of smooth formwork except as specifically stated otherwise in the positions of quantities. Deviations from the projected plane dimensions and elevation must not exceed +5 mm. All bad derived places or parts of the structure (deviations from the required dimensions, segregation, inadequate stamp concrete, etc.) will be removed and re-done or repaired if possible, as determined by the designer and construction supervisor of the Investor, at the expense of the contractor. The unit price includes the purchase of materials, preparation and installation, all labor and tools, transportation, moving or stationary scaffolding, formwork, masonry arches templates and production .

Plain concrete

Contrete works for double layerd buffer sized d=6+4 cm designed with plain concrete grade 20.

Account per m2.

2.1

m2 251.00 10.00 2,510.00






Acquiring of materials and concrete sidewalks with concrete MB20 thickness d= 10 cm above the processing area. The upper surface of the pavement at the slope of the building. For each 2.00 m sidewalks do expansion Joints 2 cm wide and fill them with hot bitumen. Dividers to separate the sidewalk width of 2 cm along the entire building and fill it with hot bitumen.

Account per m2.

2.2

m2 62.00 6.00 372.00

Acquiring of materials and installation of roof gas concrete slab of self-supporting elements of the thickness d = 20 cm. In all of the project.

Account per m2.

2.3

m 172.00 40.00 6,880.00

Reinforced concrete

Acquirin of materials and istallation of foundation slab and basement with concrete MB 30.

Account per m3 .

foundation slab

m3 105.00 120.00 12,600.00

basement walls

2.4

m3 68.00 150.00 10,200.00

Acquiring of materials and installation of floor ceiling with concrete MB 30. Slab thickness d=15cm

Account per m3 .

2.5

m3 45.00 150.00 6,750.00

Concrete works for vertical beams using smooth forms with concrete MB 30.

Account per m3 .

section 30/40 cm

m3 8.25 170.00 1,402.50

square section 30/30 cm

2.6

m3 4.20 170.00 714.00

Acquiring of materials and installation of horizontal and roof beams with concrete MB30.

Account per m3 .

2.7

m3 44.00 180.00 7,920.00

2.8 Acquiring of materials and installation of horizontal and vertical beams with concrete MB30. m

3 10.20 180.00 1,836.00






Account per m3 .

Acquirin of materials and installation of stair and landing with concrete MB30.

Account per m3 .

2.9

m3 4.30 200.00 860.00

CONCRETE AND REINFORCED WORKS TOTAL 52,044.50

3 REINFORCED WORKS

The unit price includes the purchase of materials, transport, placing and binding reinforcement kit.

Supply, stretching, cutting, cleaning, bending, placing and tying reinforcing steel - reinforcing the formwork

foundation slab and basement walls (100kg/m)

173,00x100= kg 17300.00 0.80 13,840.00

floor ceiling (125kg/m)

45,00*125= kg 5625.00 0.80 4,500.00

posts (150kg/m)

12,45x150= kg 1867.50 0.80 1,494.00

roof beams (200kg/m)

44,00x200= kg 8800.00 0.80 7,040.00

vert. and hori. beams (150kg/m)

10,20*150= kg 1530.00 0.80 1,224.00

stairs (90kg/m)

3.1

4,30*90= kg 387.00 0.80 309.60

REINFORCED WORKS TOTAL 28,407.60

4 MASONRY WORKS

Masonry may be used only bricks and blocks of brick machine made, the proper format, straight edges and surfaces, well-baked, no cracks. Building made exactly according to plans and static calculations, clean, horizontal lines, with no fragments smaller than 1/4 brick. Connections must be correct, and the edges of the walls of the straight and vertical - podvisak. The unit price includes the purchase of materials, mortar preparation, installation, all labor and tools, transportation, moving and stationary scaffolding, masonry arches templates and production

4.1 Masonry exterior walls, gas concrete blocks of thickness d = 20 cm with cement mortar, 1:3 scale gas or glue for concrete, according to the manufacturer's instructions. The price includes the extra scaffolding.






Account per m

thickness of wall d=20 cm

m 257.00 12.00 3,084.00

Interior masonry walls, gas concrete blocks of thickness d = 20cm d = 10cm with cement mortar, 1:3 scale gas or glue for concrete, according to the manufacturer's instructions. The price includes the extra scaffolding

Account per m


m 224.00 12.00 2,688.00


4.2

m 150.00 9.00 1,350.00

Making full cladding silicate bricks 12 cm thick, the first class in the extended mortar proportions 1:1:6. To use the entire brick masonry and a half straight cut-off edges. Couplings carried out using a square or circular iron rod sections corresponding to the coupling. Bond has to be correct. Constructive relationship with the wall anchors to perform, with 5 pieces per m. When masonry taken to avoid leakage of mortar. Joints treated with cement mortar 1:2 scale, as instructed by the designer. The price includes the grouting.

Account per m

4.3

m2 416.20 18.00 7,491.60

Protection of basement wall insulation on the outside wall of solid brick masonry on the edge 7cm. Walls to work in the compo proportions 1:2:6.

Account per m

4.4

m2 162.50 18.00 2,925.00

Protection of basement wall insulation on the outside wall of brick 12cm. Walls to work in the compo proportions 1:2:6.

Account per m

4.5

m2 495.10 18.00 8,911.80

4.6 Acquiring of of material and cement screed 1:3 scale as the substrate for floors. The upper surface smooth and prepared to take the final floor covering. m

2 495.10 7.50 3,713.25






Account per m

Acquiring of materials and internal and external plastering walls and ceilings prounim mortar 1:2:6 in two layers with fine parget.

Account per m

4.7

m2 2,000.00 6.00 12,000.00

MASONRY WORKS TOTAL 42,163.65

5 CARPENTRY WORKS

Acquiring of materials and roof wood construction 50/100 mm, as the surface of the roofing sheet. Strips placed at a distance of 70 cm.

Account per m

5.1

m2 231.25 10.00 2,312.50

Acquiring of materials and roof wood construction 30/50 mm, as the surface of the roofing sheet. Strips placed at a distance of 80 cm.

Account per m

5.2

m2 231.25 10.00 2,312.50

CARPENTRY WORKS TOTAL 4,625.00

6 UNSULATING WORKS

All Insulating work must be performed meticulously and accurately according to the requirements of the project, estimate of works and details. The used materials must comply with applicable regulations and stardandima, provided with certificates accredited institution, proven in use, and how permanent facility or designed so that their possible replacement. Any errors in the structure must be adequately remedied or repaired prior to application of insulation materials. The unit price includes the purchase of materials, transport and production

Acquiring of of material and the horizontal and vertical waterproofing of the foundation slab and basement walls. Work through the insulation completely dry and clean concrete surfaces and wall surfaces.

Account per m

6.1

m2 482.10 13.00 6,267.30

Acquiring of materials and zrada hydro and thermal insulation in the roof of the hard mineral wool d = 5 cm in the sandwich of PVC film d = 0.2 mm.

Account per m

6.2

m2 231.25 11.00 2,543.75






Acquiring of of material and thermal insulation of faade walls with insulating material of thickness d = 4 cm insulation is placed and fixed with glue and dowels for wall cladding, in the following layers: TP mineral wool d = 4 cm, breathable waterproof sheeting.

Account per m

6.3

m2 416.20 10.00 4,162.00

UNSULATING WORKS TOTAL 12,973.05

7 METAL WORKS

All positions are made from the adopted typical profile, all in accordance with the scheme, details and workshop drawings. Door frames are installed on the system of dry mounting, via steel bevel anchored at the wall. Throughout the volume of openings to perform sealing pur foam. According to the size of the wing hinge to determine the number and strength (for a minimum of three door pieces per lap). Throughout the extent of the wing is a double gasket profile (minimum three-fold). The schemes are podprozorna lumber and aluminum coating comprehensive profiles (to do with the wall). Sealing glass and sashes to provide custom-fit rubber bands. All fields covered in locksmith work raditiu all the schemes and details. Measures taken on the spot. Opening to view the grounds. Workshop documentation gives the contractor on the basis of their technological solutions, and the authorization for the program of the workshop documentation signed by the designer, or supervisor.

Acquiring of materials, fabrication and installation of facade metal works, made of aluminum profiles with required stiffeners and thermal barrier. The finish is aluminum color coating in choice of the designer. Metal works is glazed thermal glass d = 4 +12 +4 mm. Positions equipped with appropriate fittings, all in accordance with the manner of opening, and the choice of the designer.

Account per piece

Double glazed entrance door.

dim. 200/335 + 60 cm piece 1 800.00 800.00

Double glazed entrance doo

dim. 200/220 + 70 cm piece 1 550.00 550.00

Double wing window

dim. 200/175 cm piece 9 280.00 2,520.00

Double wing window

dim. 170/175 cm piece 2 220.00 440.00

Multin wing window

7.1

dim. 200/230+60 cm piece 1 300.00 300.00






Single wing window

dim. 125/70 cm piece 8 120.00 960.00

Single wing window

dim. 80/60 cm piece 4 90.00 360.00

Acquiring of materials, fabrication and installation of exterior doors and windows, made in the construction of aluminum profiles with required stiffeners and thermal barrier. The finish is aluminum color coating in choice of the designer. Positions equipped with appropriate fittings, all in accordance with the manner of opening, and the choice of the designer.

Account per piece

Quadruple extirior door

7.2

dim. 390/395 cm piece 2 1,500.00 3,000.00

Acquiring of materials, fabrication and installation of interior doors, made in the construction of aluminum profiles with required stiffeners. The finish is aluminum color coating in choice of the designer. Skylights glazed with plain glass is d = 6 mm. Positions equipped with appropriate fittings, all in accordance with the manner of opening, and the choice of the designer.

Calculation per unit built, glazed and finally processed position ..

Multi-part glass partition with a door.

dim. 200(360)/335 + 60 cm piece 1 1,100.00 1,100.00

Single with solid filled door lined with sheet metal.

dim. 100/210 cm piece 6 220.00 1,320.00


dim. 90/210 cm piece 4 200.00 800.00


7.3

dim. 80/210 + 60 cm piece 4 220.00 880.00

7.4

Acquiring of materials, fabrication and installation of stair railings, a set of mutually welded steel seamless pipe 50 and 30. Guardrail fence is cooked oak dim. 5x3cm. Fence height is 110 cm. m 16.85 40.00 674.00






Metal grid used as doormats is complitely built from flat steel with frame.

7.5

dim. 200/60 cm piece 1 130.00 130.00

METAL WORKS TOTAL 13,834.00

8 TIN WORKS

All tin works will be carried out of plastic, aluminum sheet with the appropriate tourniquet, merger passes. Sheet thickness less than 0.60mm for a tourniquet 1-2 mm type. Connections for the substructure shall be suitable nails (for wood) and the appropriate screws and anchors (for concrete). All visible surfaces, boards, gutters, standing and lying hinge must be perfectly straight, true and equally distant from the surface of walls, slabs and the like. All plumbing works are taught entirely free of mortar and other impurities. The unit price includes the purchase of materials, fabrication and installation.

Acquiring of materials and TR plasticized aluminium sheet d = 0.7 mm. An integral part of the mounting position of all fittings to cover the ridge, bay, lying toward the end of the roof eaves flashings around penetrations through the roof and others. Roof cover is placed over boarding with roofing paper (which is counted separately).

Account per m

8.1

m2 245.00 22.50 5,512.50

Acquiring of of material and aluminum gutters hanging plasticized sheet d = 0.6 mm, complete with fittings for attachment. Lamination in the tone of the designer of choice. Hanging gutter square section 10/10 mm

Account per m1.

8.2

m1 37.00 16.00 592.00

Acquiring of materials, fabrication and installation of vertical drains gutters coated aluminum sheet thickness d = 0.6 mm., Complete with fittings for attachment. Lamination in the tone of the designer of choice. Gutter square section 10/10 mm

Account per m1.

8.3

m1 31.20 14.00 436.80






Plasticized flashing window sills, aluminum sheet thickness d = 0.60 mm, width 35 cm developed.

Account per m1.

8.4

m1 36.60 15.00 549.00

TIN WORKS TOTAL 7,090.30

9 CERAMIC WORKS

For all of the pottery works may be used only tiles of class, project the required dimensions and quality, glazed or unglazed, equipped with the necessary certificates. When tiling avoid cutting board and, if necessary, cut pieces shall not be narrower than 5 cm, and the cut edges sanded. Vertical and horizontal joints must be absolutely coincide. Derived, oploane surface must be flat and smooth, without vitopernih tiles. The unit price includes the purchase of materials, transport, all tools, scaffolding needed.

Lining the walls, ceramic glazed tiles (flysch) in cement mortar 1:3 at the height of 2.10 m.

Account per m

9.1

m2 76.80 15.00 1,152.00

Lining the walls with acid resistant ceramic tiles at the height of 2.10 m.

Account per m

9.2

m2 78.60 30.00 2,358.00

Flooring with the development of the socle in cement mortar 1:3. Height Sokle the longer side plate (20cm) Sintered ceramic glazed tiles broadcast

Account per m

Glazed slip resistant tiles

m2 113.10 20.00 2,262.00

Clinker floor tiles.

m2 281.40 25.00 7,035.00

Acid resistant floor tiles. Fugue putty with acid epoxy.

9.3

m2 42.80 35.00 1,498.00

CERAMIC WORKS TOTAL 14,305.00

10 FLOORING WORKS

The used material for the flooring works must be first class. The unit price includes the purchase of materials, all the necessary tools and development.

Procurement of materials and manufacturing vinfleks floor.

Account per m2.

10.1

m2 82.85 15.00 1,242.75

10.2 Procurement of materials and production of double antistatic floor. m

2 21.20 25.00 530.00






Account per m2.

FLOORING WORKS TOTAL 1,772.75

11 PAINTING WORKS

The used material for painters' works must be first class, and the works carried out only with a skilled work force. Painting works include proper preparation of surfaces depending on the substrate and the type of paint that is applied. Applied colors must be the same tone and completely cover the surface, absolutely and uniformly related to the substrate. The unit price includes the purchase of materials necessary scaffolding, all the necessary tools and development.

Painting the interior and ceiling surfaces, dispersion paint resistant to moisture.

Account per m2.

11.1

m2 1,500.00 3.00 4,500.00

Painting the interior surface of the ceiling, acrylic paint.

Account per m2.

11.2

m2 510.10 3.00 1,530.30

PAINTING WORKS TOTAL 6,030.30

13 MISCALENIOUS WORKS

Procurement of materials and installation of lower ceilings, sound absorbing plaster cardboard plates d = 12.5 mm, corresponding to the metal framing, which is fixed over the grid and the corresponding profile and attach to the ceiling over suspenders, with a lowering of the projected level. Ceiling move away from the wall, and placed at the junction of L lajsnu profile.

The calculation of per square meter includes the purchase, delivery and installation of panels and grid, leaving openings for lighting, filling joints with a mixture of coupling, the final installation of extensive moldings. m 164.10 15.00 2,461.50

13.1

Ceiling made of gypsum cardboard panels waterproof d = 12.5 mm in sanitary block the entrance antechamber. m 29.55 18.00 531.90

Acquiring and placing of PVC -pipes F100 mm for conducting electrical insulation through wall footings.

13.2

Account per m1. m1 1.00 10.00 10.00






Procurement of materials, fabrication and installation of external scraper for shoes.

13.3

Account per piece piece 2.00 10.00 20.00

Acquiring of telescopic ladder. 13.4


Final cleaning to laundry room complete exterior and interior metalwork, glass and others. just before the technical acceptance.

Account per m.

13.5

m 495.10 1.00 495.10

MISCALENIOUS WORKS TOTAL 3,598.50

4.5. SUMMARY FOR (12.) COMMAND BUILDING

SUMMARY FOR - COMMAND BUILDING (07.) EUR

1 EARTH WORKS 35,394.00

2 CONCRETE AND REINFORCED WORKS 52,044.50

3 REINFORCED WORKS 28,407.60

4 MASONRY WORKS 42,163.65

5 CARPENTRY WORKS 4,625.00

6 INSULATING WORKS 12,973.05

7 METAL WORKS 13,834.00

8 TIN WORKS 7,090.30

9 CERAMIC WORKS 14,305.00

10 FLOORING WORKS 1,772.75

11 PAINTING WORKS 6,030.30

13 MISCALENIOUS WORKS 3,598.50

TOTAL 222,238.65






4.6. (05.) SEPARATING CHAMBER AND (06.) PRIMARY TREATMENT

Unit Price

Total Price


05.SEPARATING CHAMBER AND

06. PRIMARY TREATMENT

I Earth works

1 Excavation spoil materials in a wide.

Excavated material is removed outside the working zone.

Account per m3. m3 343.5 12.0 4,122.0

2 Acquiring of, transport, filling and compaction

gravel beneath the slab object.

Account per m3. m3 12.5 14.0 175.0

3 Backfill material selected from excavation

around the walls of the building in layers of 20-30 cm,

with compacting.

Account per m3. m3 279.0 2.5 697.5

4

Loading and removal of excess material from excavations at

permanent disposal site designated by the supervisory authority.

Account per m3. m3 124.0 2.0 248.0

5 Acquiring of materials, transport, filling and compaction

gravel beneath the pavement

Account per m3. m3 1.4 14.0 18.9

I Earth works

Total

5,261.4

II Concrete and reinforced works

Plain concrete

1

Preparation of buffer layer thickness d = 10 cm beneath the slab and pavement of

plain concrete MB 15.

Account per m2. m2 128.0 6.0 768.0






Unit Price

Total Price


reinforced concrete

2 Concreting reinforced concrete

MB 30

Account per m3.

upper slab m3 4.6 170.0 773.5

3 concreting WTP concrete

MB 30 (WTP8)

Account per m3.

foundation slabs m3 43.0 120.0 5,160.0

exterior walls

concrete tickness up to 30cm m3 36.3 150.0 5,445.0

walls (curtain)

concrete tickness up to 30cm m3 26.3 150.0 3,945.0

posts m3

channels m3 2.8 170.0 476.0


Total

16,567.5

III Reinforcing works

1 Acquiring of materials, transport, unloading, correct,

cleaning, cutting, bending and placing

rebars to the static calculation

Account per kg.

RA 400/500 - 2 kg 10,840.0 0.8 8,672.0


Total

8,672.0

IV Insulating works

1 Production of waterproofing foundation walls of

objects with one cold and two hot

coats of bituminous emulsions

Account per m2. m2 125.0 7.0 875.0

2 Making of insulation of the slab

Account per m2. m2 114.0 6.0 684.0






Unit Price

Total Price


3

Making the protection of the upper surface (ground elevation) concrete epoxy coatings

Account per m2. m2 19.0 15.0 285.0

4

Making the protection of concrete surfaces WTP penetrator

Account per m2. m2 339.0 9.0 3,051.0

IV Insulating works

Total

4,895.0

V Metal works

1 Fabrication and installation of steel fixed railings

galvanized seamless pipes.

Account per m' m' 7.8 50.0 390.0

2 Production and installation of floor

"ROST" construction

Account per m2. m2 71.6 50.0 3,580.0

V Metal works

Total

3,970.0

VI Miscalenious works

1 Supply and installation of cast iron

climbers DIN 1212


2 Cleaning and washing of structure

after finishing works.

Account per lump sum lump

sum 1.0 150.0 150.0


Total

330.0

4.7. SUMMARY FOR (05.) SEPARATING CHAMBER AND (06.) PRIMARY TREATMENT






SUMMARY 05.S.C. & 06.PRIM. TREATMANT

I Earth works 5,261.4

II Concrete and reinforced works 16,567.5

III Reinforcing works 8,672.0

IV Insulating works 4,895.0

V Metal works 3,970.0

VI Miscalenious works 330.0

TOTAL 39,695.9

4.8. (07.) EQUALIZATION TANK

Unit Price

Total Price


07.EQUALIZATION BASIN

I Phase-1 of quantities for building

I Earth works



Account per m3. m3 384.0 12.0 4,608.0



Account per m3. m3 7.8 14.0 109.2


around the walls of the building in layers of 30 cm,

with compacting.

Account per m3. m3 112.0 2.5 280.0

4

Acquiring of materials, transport, filling and compaction


Account per m3. m3 1.5 14.0 21.0

5







Unit Price

Total Price



Account per m3. m3 271.0 2.0 542.0

I Earth works

Total

5,560.2


Plain concrete

1



Account per m2. m2 71.5 6.0 429.0

reinforced concrete


MB 30 (WTP8)

Account per m3.

foundation slab m3 21.5 120.0 2,580.0

horiyontal slabs m3 0.6 170.0 102.0

walls m3 54.0 150.0 8,100.0

radial walls m3

channels m3 1.2 150.0 180.0

dropping layer m3 16.0 100.0 1,600.0

II Concrete and reinforced works Total 12,991.0


1 Acquiring of materials, transport, unloading, correct,



Account per kg.

RA 400/500 - 2 kg 9,330.0 0.8 7,464.0


Total

7,464.0

IV Insulating works






Unit Price

Total Price


1

Making the protection of concrete surface penetrators

Account per m2. m2 129.0 9.0 1,161.0

2 Production of waterproofing foundation walls of



Account per m2. m2 169.0 7.0 1,183.0


Account per m2. m2 56.6 6.0 339.6

IV Insulating works

Total

2,683.6

V Metal works

1

Fabrication and installation of ribbed sheet metal cover

Account per m2. m2 1.0 50.0 50.0

V Metal works

Total

50.0



climbers DIN 1212


2

Cleaning and washing of structure after finishing works.


sum 1.0 100.0 100.0


Total

325.0

4.9. SUMMARY FOR (07.) EQUALIZATION TANK

SUMMARY 07.EQUALIZATION BASIN










V Metal works 50.0


TOTAL 5,885.2

4.10. (08.) SBR BASIN

Unit Price

Total Price


08.SBR BASIN

I Phase (1 par = 2 basins)

I Earth works



Account per m3. m3 3,302.0 12.0 39,624.0



Account per m3. m3 564.0 14.0 7,896.0



with compacting.

Account per m3. m3 498.5 2.5 1,246.3

4



Account per m3. m3 2,803.5 2.0 5,607.0

I Earth works

Total 54,373.3







Unit Price

Total Price


Plain concrete

1



Account per m2. m2 659.5 6.0 3,957.0

reinforced concrete

2 Concreting reinforced concrete

20 MB, associated manholes - 2 pcs.

Account per m3. m3 13.0 120.0 1,560.0


MB 30 (WTP8)

Account per m3.


walls m3 795.0 150.0 119,250.0

cantilever channels m3 2.3 170.0 391.0

cantilever trail m3 0.6 170.0 102.0


Total 164,860.0


1

Acquiring of materials, transport, unloading, correct,



Account per kg.

RA 400/500 - 2 kg 115,000.0 0.8 92,000.0


Total 92,000.0

IV Insulating works

1


Account per m2. m2 1,072.0 9.0 9,648.0






Unit Price

Total Price


2

Production of waterproofing foundation walls of



Account per m2. m2 308.0 7.0 2,156.0


Account per m2. m2 550.0 6.0 3,300.0

IV Insulating works

Total 15,104.0

V Metal works

1 Manufacture and installation fences

Account per m2. m' 68.0 50.0 3,400.0

2

Manufacture and installation coating plates and rost

Account per m2. m2 2.0 50.0 100.0

V Metal works

Total 3,500.0



climbers DIN 1212 piece 32.0 15.0 480.0

Account per piece

2



sum 1.0 100.0 100.0


Total 580.0

4.11. SUMMARY FOR (08.) SBR BASIN

SUMMARY 08.SBR BASIN










V Metal works 3,500.0


TOTAL 330,417.3

4.12. (08.) COLLECTING BASIN

Unit Price

Total Price


09.COLLECTING BASIN

I Earth works



Account per m3. m3 1,110.0 12.0 13,320.0



Account per m3. m3 144.0 14.0 2,016.0



with compacting.

Account per m3. m3 518.5 2.5 1,296.3

4



Account per m3. m2 12.0 14.0 168.0

5



Account per m3. m3 591.5 2.0 1,183.0






Unit Price

Total Price


I Earth works

Total

17,983.3


Plain concrete

1



Account per m2. m2 156.0 6.0 936.0

reinforced concrete


MB 30 (WTP8)

Account per m3.


horizontal slabs m3 22.1 170.0 3,757.0

exterior walls m3 52.0 150.0 7,800.0

interior walls m3 15.9 150.0 2,377.5

coronas m3 4.8 160.0 768.0

posts m3

beams m3 0.6 170.0 102.0


Total

23,132.5


1




Account per kg.

RA 400/500 - 2 kg 15,700.0 0.8 12,560.0


Total

12,560.0

IV Insulating works






Unit Price

Total Price


1


Account per m2. m2 390.5 9.0 3,514.5

2

Production of waterproofing foundation walls of



Account per m2. m2 211.0 7.0 1,477.0


Account per m2. m2 123.5 6.0 741.0

IV Insulating works

Total

5,732.5

V Metal works

1

Manufacture and installation of ribbed sheet metal covers

Account per m2. m2 5.0 50.0 250.0

V Metal works

Total

250.0



climbers piece 15.0 15.0 225.0

Account per piece

2



sum 1.0 100.0 100.0


Total

325.0

4.13. SUMMARY FOR (08.) COLLECTING BASIN

SUMMARY 09.COLLECTING BASIN










V Metal works 250.0


TOTAL 59,983.3

4.14. (10.) THICKENER

Unit Price

Total Price


10.THICKENER

I Earth works



Account per m3.

m3 270.5 12.0 3,246.0



Account per m3.

m3 6.5 14.0 90.3



with compacting.

Account per m3. m3 92.5 2.5 231.3

4



Account per m3. m3 171.5 2.0 343.0

5



Account per m3. m3 2.0 14.0 28.0

I Earth works Total 3,938.6






Unit Price

Total Price



Plain concrete

1



Account per m2. m2 36.5 6.0 219.0

reinforced concrete


MB 30 (WTP8)

Account per m3.


walls, channels, bridge m3 29.5 150.0 4,425.0

II Concrete and reinforced works Total 6,312.0


1




Account per kg.

RA 400/500 - 2 kg 4,340.0 0.8 3,255.0

III Reinforcing works Total 3,255.0

IV Insulating works

1


Account per m2. m2 116.0 9.0 1,044.0

2

Production of horizontal and vertical hydroinsulation of



Account per m2.

foundation walls m2 124.0 7.0 868.0

foundation slab m2 34.0 6.0 204.0

IV Insulating works Total 2,116.0






Unit Price

Total Price


V Miscalenious works

1

Manufacture and installation of the fence with a ladder of steel pipes.


2



sum 1.0 100.0 100.0

V Miscalenious works

Total

730.0

4.15. SUMMARY FOR (10.) THICKENER

SUMMARY 10.THICKENER





V Miscalenious works 730.0

TOTAL 16,351.6

4.16. TOTAL SUMMARY

TOTAL SUMMARY

STRUCTURE EUR

A. PRELIMINARY WORKS WITH FENCE AND GATE AND ROADS 431,056.00

C. 03.GUARD HOUSE 9,207.20






C. 12.COMMAND BUILDING 222,238.65

D. 05.SEPARATING CHAMBER AND 06.PRIMARY TREATMENT 39,695.90

D. 07.EQUALIZATION BASIN 5,885.20

D. 08.SBR BASIN 330,417.25

D. 09.COLLECTING BASIN 59,983.25

D. 10.THICKENER 16,351.55

TOTAL 1,114,835.00






5. DRAWINGS

Number Name

1017- IP - A-A0001 Geodetic plan with marked borders and vertices of the plot and cadastral plan, R=1:1000

1017- IP - A-A0002 WWTP General layout, R=1:500

1017- IP - A-A0003 WWTP Urban layout, R=1:500

1017- IP - A-A0101 01. Fence Fence scheme plan view and front view, R=1:20

1017- IP - A-A0201 02. Sliding gate with electric drive and pedestrian gate Gate scheme plan view, sections and details, R=1:20

1017- IP - A-A0301 03. Guardhouse Layouts, sections and views, R=1:100

1017- IP - A-A1201 12. Command building Basement layout, R=1:100

1017- IP - A-A1202 12. Command building Ground floor layout, R=1:100

1017- IP - A-A1203 12. Command building First floor layout, R=1:100

1017- IP - A-A1204 12. Command building Roof layout, R=1:100

1017- IP - A-A1205 12. Command building Section 1-1, R=1:100



1017- IP - A-A1208 12. Command building North and West facade, R=1:100

1017- IP - A-A1209 12. Command building South and East facade, R=1:100

1017- IP - A-A0501 05. Separating chamber, 06. Huber-unit(1+1), 07. Equalization tank (1+1) Plan views of underground and above ground levels, R=1:100

1017- IP - A-A0502 05. Separating chamber, 06. Huber-unit(1+1), 07. Equalization tank (1+1) Sections I-I, II-II i III-III, R=1:100

1017- IP - A-A0801 08. SBR basins Plan view of underground level, R=1:100

1017- IP - A-A0802 08. SBR basins Plan view of above ground level, R=1:100

1017- IP - A-A0803 08. SBR basins Sections 1-1 i 2-2, R=1:100

1017- IP - A-A0901 09. Collecting basin Plan views of underground and above ground level and sections, R=1:100

1017- IP - A-A1001 10. Thickener Plan views and sections I-I i II-II, R=1:100

wwtp cetinje_arhitektura

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