建筑类常见词汇,句子翻译

Item Description BILL NO. 5 DAY WORKS (ALL PROVISIONAL) Unit Qty Rate, UGX. A B C D E F G H J In accordance with Clause 13.6 of the Conditions of Contract, the Contractor will be paid day work rates for extra work that cannot properly be measured and valued, and the Contractor is to insert in the space provided below the basic rates and costs of labour, materials and plant as described hereunder:- LABOUR WALLER CARPENTER SCAFFOLDER JOINER PLUMBER ELECTRICIAN PLASTERER PAINTER LABOURER hours hours hours hours hours hours hours hours hours 1 1 1 1 1 1 1 1 1 To the basic nett rates of labour used for work carried out on dayworks, an addition 30 % percent which is to include for task work and incentive schemes, tools, standing, scaffolding, supervision, insurace, transport profit and overheads. To collection of Day works 5/1

%

A B C D E F G H

Marmoran Finish

MATERIALS

Per SQ.M. Per SQ.M. Per SQ.M. Per Tonne Per Tonne Per Tonne Per Tonne Per Tonne

1 1 1

Armstrong Suspended Ceilings

Gypsum board Ceilings Cement Lime Sand

Aggregate (grade 25 - 5mm) Hardcore

1 1 1 1 1

I J

Steel reinforcement

(i) Mild steel bar

(ii) High tensile bar

BRC A 142 Fabric Mesh Steel Reinforcement 2.4 x 48M

Kg Kg Per Roll 1 1 1

K L M N O P Q R S T U V W X Y

APP-Modified Bitumen

Wrot timber (Mahogany)

Steel formwork

2mm thick approved aluminium roof edge trim

Approved Anti-termite treatment

Paint, Gloss

Paint, Emulsion

Mahogany Varnish

200mm diameter PN6 uPVC water pipe 6M

160mm diameter PN6 uPVC rainwater downpipe 6M

Ditto bends

Ditto offsets

Ditto watershoe

Fixing brackets

Fixing screws

Per SQ.M Per C.M Per SQ.M Per M Per 4 Litres Per 4 Litres Per 4 Litres Per 4 Litres Per Each Per Each Per Each Per Each Per Each Per Each Per Packet

1 1 1

1 1

1

1

1 1 1 1 1 1 1

1

Per Z Structural glazing To collection SQ.M. 1

A B C D E F G H I J K L M N

2750mm x 1830mm x 12mm Melawood board

10mm Clear sheet glass

8mm clear sheet glass

6mm clear sheet glass

10mm Translucent glass

8mm Translucent glass

10mm clear PVB glass

8mm one way reflective glass

Complete PC Econo lockset

Complete WC Econo lockset

102mm x 76mm stainless steel butt hinge

Lever Action Flush bolt

Coat Hooks

Indicator Signage

5/2

Per No. Per SQ.M. Per SQ.M. Per SQ.M. Per SQ.M. Per SQ.M. Per SQ.M. Per SQ.M. Per Each Per Each Per Each Per Each Per Each Per Each

1

1

1

1

1

1

1

1 1 1 1 1 1 1

O P Q R S T U V W Door stop Door closer Solid clay bricks 450mm x 200mm x 100mm hollow concrete blocks 450mm x 200mm x 100mm solid concrete block 450mm x 200mm x 150 ditto 400mm x400mm x 10mm Porcelain tiles 600mm x 600mm x 10mm granite tiles 300mm x 200mm x 6mm Ceramic tiles To collection 5/3

Per Each Per Each Per Each Per Each Per Each Per Each Per SQ.M. Per SQ.M. Per SQ.M. 1 1 1 1 1 1 1 1 1

A B C D

300mm x 300mm x 300mm Maxpan block

25mm x 3mm earth copper tape

70mmsq bare copper cable

35mmsq PVC/SWA/PVC copper cable

Per SQ.M Per M Per M Per M

1 1 1 1

E F G H I 35mmsq XLPE/PVC copper cable

2.5mmsq. SC PVC copper cable

35mmsq. SC PVC-I copper cable

25mm Heavy gauge PVC conduit

T5 1x28W 1200mm single bare batten fluroscent luminare Per M Per M Per M Per M Per Each 1 1 1 1 1

J K L M N O P Q R T U V W

T5 4x14W,600x600mm recessed fluroscent luminare Per Each

3 section PVC trunking size 250x65mm as Marshall Tufflex Per M

6.0mmsq. 4C PVC-SWA-PVC copper cable Per M

10.0mmsq SC PVC-I copper cable Per M

2.5mmsq. 4C PVC-SWA-PVC copper cable Per M

1.5mmsq SC PVC-I copper cable Per M

100mm diameter galvanised steel tubing 6M Per M

100mm diameter chlorinated poly vinyl chloride (CPVC) pipes 6m Per Each

80mm diameter ditto Per Each

65mm diameter ditto Per Each

25mm diameter ditto Per Each

80mm diameter CPVC globe valves Per Each

65mm diameter ditto Per Each

25mm diameter ditto Per Each

1 1 1 1 1 1 1

1 1 1 1 1 1 1

S

To collection 5/4

A

15mm diameter CPVC angle valves Per Each 1

B C D E F G H I J K L M N

160mm diameter uPVC soil waste water pipe 6M

110mm diameter ditto

38mm diameter ditto Floor trap

110 x 50mm diameter trapped floor gully

110mm ditto floor gully inlet

110mm diito wc connector 'P' outlet

32mm ditto self-releasing bottle trap

40 x 32mm diameter socket reducer

50mm Bronze gate valves

'S' trap WC bowl to BS 3402

32mm diameter back entry, low pressure flush valve

530 x 450mm counter top viterous china wash hand basin with one tap hole

Armitage Shanks viterous china semi-recessed toilet roll holder complete

Automatic hand dryer

Armitage shanks viterous china urinal bowl complete

Per Each Per Each Per Each Per Each Per Each Per Each Per Each Per Each Per Each Per Each Per Each Per Each Per Each Per Each Per Each Per Each

1 1 1 1 1 1 1 1 1 1 1 1

1

1 1 1

O P Q

Ariston 80 liter pressure type water heater 6mm Plane glass mirror size 610x 475mm single bowl single drain stainless steel kichen sink size 1000 x 500 x 200mm To collection 5/5

Per Each Per Each Per M 1 1 R S T 1

COLLECTION

Page5/1

Page5/2

Page5/3

Page5/4

Page5/5

To the basic nett rates of materials used for work carried out on dayworks, an addition of 30% which is to include for unloading and storing as necessary, the use of hand plant, and machinery etc. available on site, profit and overheads. To collection of Day works 5/6

%

A

PLANT

D4 Tractor or equivalent

Hrs

3

-

B C

D7 Tractor or equivalent

Motor Grader Cat. 14 or equivalent (complete with scarifier)

Hrs Hrs Hrs 3

3

-

2 1/4 cu. Yd. Tractor excavator with loader attachment 3

- D - E F G H J K L

Mechanical excavator with 22 cu. Ft bucket capacity or equivalent

Portable Compressor with 2 breakers or equivalent with 1500 mm hoses and reels

Damp Truck (0.75 tonne)

Lorry tipper (7 tonne)

Concrete Mixer (14/10) complete for weight batch mixing

50 mm self priming centrifugal pump with hose and ancillary equipment

Concrete Vibrators

To the basic rates of plant used for work carried out on dayworks, an addition of 30% per cent, which is to include for driver and/or attendance, fuel and consumable stores supervision, insurance, road licence, profit and overheads.

Hrs hours hours hours hours hours hours

3 - 3

- 3

- 3

- 3

- 3

- 3 - - -

To collection of Day works COLLECTION LABOUR MATERIALS PLANT TOTAL CARRIED TO GRAND SUMMARY 5/7 Item DEMOLITIONS GENERAL SUMMARY OF LEVELS BILL NO. 4 PARKING TOWER Description PROPOSED CONSTRUCTION OF UGANDA REVENUE AUTHORITY HEADQUARTERS BUILDINGS AT NAKAWA Unit - C - - - - Quantity Rate Amou USH -

LEVEL 1

-

LEVEL 2

-

LEVEL 3

LEVEL 4

LEVEL 5

LEVEL 6

-

-

-

-

Item Reinforced insitu concrete grade 25 as described in:- The prices for the following ready-mix concrete by a supplier with capacity of not less than 250M3 placement per day are to include for filling into formwork, well vibrating and packing around rod reinforcement (measured separately) R.C SUPERSTRUCTURE ELEMENT NO. 2 BILL NO. 4 PARKING TOWER PROPOSED CONSTRUCTION OF UGANDA REVENUE AUTHORITY HEADQUARTERS BUILDINGS AT NAKAWA Total Carried to Grand Summary Description Unit Quantity SHS. Rate, UGX. - A Beams M3 215 B Upstand beams M3 30 C Columns M3 24 D 250mm thick lift shaft wall

E 250mm thick wall

F 200mm thick shear wall

G

175mm thick suspended solid slab with approved hardener, mechanically floated

Reinforcements High tensile steel bar reinforcement to BS 4461

H Bars up to and including Y 32

Steel formwork to form fair faces as described to:-

J Sides and soffites of beams with chamfered edges

K Soffites of suspended slab

L Sides of upstand beams with sloping edges

M Sides of wall

N Sides of columns

P Sides of shear wall

Q Sides of lift shaft wall

M2 25

M2 45

M2 32

M2 2,547

Kg 122,949

M2 2,101

M2 2,547

M2 304

M2 91

M2 197

M2 65

M2 49

Total Carried to Summary at the End of Elements 4/2/1

BILL NO. 4

ELEMENT NO. 4 EXTERNAL WALLS Solid concrete blockwall in cement mortar (1:4) reinforced with one layer of 25mm wide x 16 gauge hoop iron built into every second course and laped 300mm at joints and intersections and carried at least 115mm into abutting walls in:

A 200mm thick wall

M2 177

Total Carried to Summary at the End of Elements 4/4/1

Solid concrete blockwall in cement mortar (1:4) reinforced with one layer of 25mm wide x 16 gauge hoop iron built into every second course and laped

INTERNAL WALLS ELEMENT NO. 5 BILL NO. 4

300mm at joints and intersections and carried at least 115mm into abutting walls in:

A 150mm thick wall

M2

359

Total Carried to Summary at the End of Elements 4/5/1

A B C D

ALUMINIUM WINDOWS

Purpose made powder coated Aluminium windows complete with Aluminium section frames and subframes for single glazing including glazing beads, wash leather strips, sealing, all ironmongery and accessories all as per Architect's detailed drawings in:

WINDOWS ELEMENT NO. 6 BILL NO. 4

Window size 5050mm wide x 2200mm high overall

No

11

Window size 4620mm wide x 2200mm high overall

No

1

Window size 3850mm wide x 2200mm high overall No

1

Window size 3714mm wide x 2200mm high overall

No

1

E F Window size 1807mm wide x 2200mm high overall Glass and Glazing fixed as per Architect's details No 5 10mm thick clear PVB laminated fixed to aluminium frame with and including wash leather strips, seals and aluminium beads M2 169 Total Carried to Summary at the End of Elements 4/6/1

BILL NO. 4

ELEMENT NO. 7 DOORS Supply and Fix the following Purpose made doors in wrought mahogany as described in:-

A 45mm thick Purpose made Solid Core Flush door size 900mm x 2100mm high overall, covered both sides with mahogany veneered plywood and hardwood lipping to all exposed edges, complete with 200mm wide x 300mm high framed glazed vision panel filled in with and including 8mm clear victorian wire mesh glass, wash leather strips and

15mm x 15mm hardwood beadings all fixed as per Architect's

details (D3) No

B 45mm thick Solid Core Flush doors size 750mm x 2100mm high overall covered both sides with mahogany veneered

plywood and hardwood lipping to all exposed edges as per

Architect's detail (D4) No

C 45mm thick Purpose made Solid Core Flush double door size 1450mm x 2100mm high overall covered both sides with mahogany veneered plywood and hardwood lipping to all exposed edges, comprising 2No. unequal side hung openable leaves, 1No. leaf size 850mm wide x 2100mm high, 1No. leaf size 600mm wide x 2100mm high with 3no Circular glazed vision panels filled in with and including 8mm clear victorian wire mesh glass, wash leather strips and 15mm x 15mm

hardwood beadings, panels circular to 110mm, 170mm and

217mm radii, all fixed as per Architect's details (D9) No

D Extra over door size 850mm wide x 2100mm high for forming

framed opening size 600mm wide x 400mm high for metal

louvre unit (louvre unit measured elsewhere) No

9

10

6

6

Door frames, linings and mouldings in wrought mahogany as described to Architect's details:- E 50mm x 20mm splayed architrave M 259 F 225mm x 50mm rebated frame M 129 G 225mm x 50mm rebated transome M 9 H 200mm x 50mm rebated mullion M 13 To collection 4/7/1

A

Glass and Glazing

6mm thick x 300mm wide x 1450mm long clear sheet glass horizontal louver fixed in grooves made in timber frame to

Architect's satisfaction

Suppy and Fix the following \ or equal approved Ironmongery

No

12

B 102mm x 76mm Butt hinges; ref. Cat. No. 926.29.603 Pair 37.5

C

Complete PC Econo lockset including handle set; Cat. No.

902.92.076, mortise lock; Cat. No. 911.02.153 and double cylinder; Cat. No. 916.59.007

D

Complete WC Econo lockset including handle set; Cat. No.

902.93.076, mortise lock; Cat. No. 911.02.155

E Pull handle; ref. Cat. No. 903.03.163

F Coat hooks; ref. Cat. No. 842.20.904

G Indicator bolts; ref. Cat. No. 903.53.740

H Door stop, floor mounted; ref. Cat. No. 937.41.104

J Door closer DCL110 swing arm; ref. Cat. No. 931.84.229

K Stainless Steel Push plate size 300mm x 100mm; ref. Cat. No. 987.11.300

L

Stainless Steel kick plate size 800mm wide x 150mm high x 3mm thick; ref. Cat. No. 987.28.000

M Ditto size 500mm wide x 150mm high ditto

Symbol (Male); ref. Cat. No. 987.20.010

N

Symbol (Female); ref. Cat. No. 987.20.020

P

To collection

No 15

No 10

No 12

No 100

No 10

No 31

No 25

No 9

No 18

No 24

No 5

No 5

C Page No. 4/7/1 Page No. 4/7/2 Total Carried to Summary at the End of Elements 4/7/2

A

BILL NO. 4

ELEMENT NO. 8

INTERNAL FINISHINGS

Cement and sand (1:4) screed :-

25mm thick paving finished wood float to receive porcelain

floor tiles (measured separately)

M2

573

Gypsum Board suspended ceiling

Supply and Fix 12mm Thick Plaster Board on and including 65 x 20 x 0.5mm thick omega profile channels at 600mm centres one way; 40 x 10 x 0.5mm \centres other way; 20 x 20 x 0.5mm thick angles fixed to walls or hung from ceilng soffites at 1000mm centres to

Architect's detailed drawing; on

B

Ceilings suspended exceeding 150mm and not exceeding

500mm below concrete slab soffites

M2

C

Extra over ceiling for trap door including all edge triming and framing

No

Floor Tiling

Supply and Fix 600 x 600 x 10mm Thick approved non-slip Porcelain floor tiles bedded and jointed in approved water proof adhesive, pointed with approved water proof coloured cement to:

D Floors M2

E

10mm thick x 200mm high approved colour porcelain tile

skirting finished flush with wall plaster with aluminium top edge M

Cement and sand (1:4) :-

F

12mm thick wall backing to receive ceramic wall tiles

(measured separately) M2

Supply and Fix White Glazed Wall Tiles;

G 300mm x 200mm x 6mm thick approved glazed ceramic wall

tiles in approved colour fixed with adhesive on rendered

backing (measured separately) and flush pointed in grout M2

Extra over for PVC rounded edge top

H M

573

3

573

392

295

295

141

Extra over for PVC corner strip J Two coat lime plaster; 12mm thick; first coat of cement lime and sand (1:2:9); second coat of cement lime putty and sand 1:1:6 steel trowelled on: M 221 K Walls M2 732 L Columns M2 61 M Beams M2 1,051 To collection 4/8/1

Prepare and apply one undercoat and two finishing coats of silk vinyl paint in accordance with manufacturer's instructions to:

A

Plastered walls

M2

732

B

Ditto columns

Prepare and apply one undercoat and two finishing coats of matt emulsion paint in accordance with manufacturer's instructions to:

Plasterboard ceiling soffites

M2

61

C

M2

573

D Beams

M2

1,051

Prepare and apply three coats of polyurethane clear vanish in accordance with manufacturer's instructions to:

E General surfaces of wood

F Wood surfaces not exceeding 100mm girth

G Wood surfaces 200 - 300mm girth

To collection

Page No. 4/8/1

Page No. 4/8/2

M2 102

M 259

M 151

C Total Carried to Summary at the End of Elements 4/8/2

BILL NO. 4

ELEMENT NO. 9

EXTERNAL FINISHINGS

Cement and sand (1:4) backing including approved waterproofing additive finished smooth with a steel trowel:

A

50mm thick average laid to falls to receive bitumen roofing

M2

2,623

APP - Modified Bitumen

4mm thick EPDM APP modified bituminous water proofing membrane reinforced with polyester with 50mm side and 75mm end laps, fully bonded and torch applied onto solvent base primer conforming to ASTMD- 41 applied in accordance with manufacturers instructions; to

B

Flat roof terrace

M2

2,623

Concrete Pavers

Provide and lay 600mm x 600mm x 60mm thick approved precast concrete paving slabs; bedded on 50mm sand blinding including jointing with approved

water proof cement and sand mortar (1:4) in straight continuous joints not exceeding 2mm thick in both directions on bitumen (Measured Separately); flush pointed in water proofed grout as described on: C Flat roof terrace Parking Lines M2 1,930 D E 25mm wide yellow parking lines painted with road paint Rainwater Installation 160mm diameter uPVC PN 6 heavy duty drainage down pipe; M 402 plugged to wall/concrete with and including holderbats Extra over for 160mm water shoe. M 120 F 160mm diameter fulbora cast iron outlet. G 450 x 450mm stainless steel grating. H No 10 No 10 No 10 Total Carried to Summary at the End of Elements 4/9/1

PROPOSED CONSTRUCTION OF UGANDA REVENUE AUTHORITY HEADQUARTERS

BUILDINGS AT NAKAWA

PARKING TOWER BILL NO. 4 LEVEL 6 SUMMARY OF ELEMENTS

Element No. 2: Superstructure

Element No. 4: External Walls

Element No. 5: Interrnal Walls

Element No. 6: Windows

Element No. 7: Doors

Element No. 8: Internal Finishings

Element No. 9: External Finishings

Total Carried to General Summary S

Item R.C SUPERSTRUCTURE ELEMENT NO. 2 BILL NO. 4 PARKING TOWER PROPOSED CONSTRUCTION OF UGANDA REVENUE AUTHORITY HEADQUARTERS BUILDINGS AT NAKAWA Description Unit Quantity Rate, UGX. Amount USHS

The prices for the following ready-mix concrete by a supplier with capacity of not less than 250M3 placement per day are to include for filling into formwork, well vibrating and packing around rod reinforcement (measured separately)

Reinforced insitu concrete grade 25 as described in:-

A Columns

B Beams

C Upstand beams

D Stair case

E 250mm thick lift shaft wall

F 250mm thick wall

G 200mm thick shear wall

175mm thick suspended solid slab with approved

H

hardener,

mechanically floated

I 175mm thick stair case landings

J

175mm thick susupended sloping ramp with approved hardener, tamped finish

Reinforcements

M3 56

M3 176

M3 34

M3 6

M2 25

M2 45

M2 108

M2 1,783

M2 27

M2 133

-

-

-

-

- -

-

-

-

High tensile steel bar reinforcement to BS 4461 K Bars up to and including Y 32 Steel formwork to form fair faces as described to:- Kg 133,974 - L Sides of columns with chamfered edges M2 467 - M Sides and soffites of beams ditto M2 1,648 - N Sides and soffites of sloping ramp beams ditto M2 64 - P Soffites of suspended slab M2 1,783 - Q Sides of upstand beams with chamfered edges M2 260 - R Sides of sloping upstand beams ditto M2 80 - To collection -

4/4/1

A

Sides of shear wall

M2

91

-

B

Sides of shear wall

M2

215

-

C

Sides of lift shaft wall

M2

49

-

D

Soffites of staircase landing

M2

27

-

E

Soffites of staircase sloping slab

M2

24

-

F

Soffites of sloping ramp

M2

133

- G

Edge of landing 175m high

M

11

- H Risers 150mm high

I

Sides of staircase stringer 300mm wide overall including cutting to profile of treads and risers.

Concrete Column Protection J 75mm x 75mm x 6mm thick galvanised mild steel angle

1000mm high with fixing lugs welded on back, cast into lower end of concrete columns at corners

To collection

Page No. 4/4/1

Page No. 4/4/2

M 73

M 12

No 196

- - - - - Total Carried to Summary at the End of Elements -

4/4/2

A

50mm diameter x 3mm thick mild steel hollow section handrail set on rake secretly welded to top of balusters Mild steel balustrade as described to Architect's details: Staircase

INTERNAL FINISHINGS

ELEMENT NO. 8 BILL NO. 4

(measured separately)

M

6

-

B C

Extra over for closed rounded end Ditto horizontal ditto

M No

2 7

-

-

D E

25mm diameter x 3mm thick mild steel hollow section raked middle rail and bottom rail welded to baluster Ditto for mitres

No

2

-

(measured separately)

F Ditto horizontal ditto

G 40mm diameter x 3mm mild stainless steel balusters 900mm high welded to top handrail, middle rail and bottom rails at

900mm centers; bottom end anchored in concrete treads (15 No.)

Prepare and apply one undercoat and two finishing coats of gloss oil paint in accordance with manufacturer's instructions to:

H Mild steel surfaces (balustrade both sides)

Parking Lines

I 25mm wide yellow parking lines painted with road paint

M 12

M 14

M 14

M2 23

M 402

-

-

-

-

-

Total Carried to Summary at the End of Elements -

4/8/1

A

50mm diameter x 3mm thick mild steel hollow section handrail set on rake secretly welded to top of balusters Mild steel balustrade as described to Architect's details: Staircase

EXTERNAL FINISHINGS

ELEMENT NO. 9

BILL NO. 4

(measured separately)

M

12

-

B

Ditto horizontal ditto

M

1

-

C

Extra over for closed rounded end

No

4

-

D E

25mm diameter x 3mm thick mild steel hollow section raked middle rail and bottom rail welded to baluster Ditto for mitres

No

4

-

(measured separately)

M

24

-

F G 40mm diameter x 3mm mild stainless steel balusters 900mm high welded to top handrail, middle rail and bottom rails at 900mm centers; bottom end anchored in concrete Ditto horizontal ditto M 1 - treads (15 No.) Prepare and apply one undercoat and two finishing coats of gloss oil paint in accordance with manufacturer's instructions to: M 14 - H Mild steel surfaces (balustrade both sides) M2 22 - Total Carried to Summary at the End of Elements 4/9/1

PROPOSED CONSTRUCTION OF UGANDA

- REVENUE AUTHORITY HEADQUARTERS

BUILDINGS AT NAKAWA

PARKING TOWER BILL NO. 4 LEVEL 5 SUMMARY OF ELEMENTS

Element No. 2: Superstructure

Element No. 8: Internal Finishings

Element No. 9: External Finishings

-

-

-

Total Carried to General Summary -

S

Item A Excavate oversite average 150mm deep to remove top Site Clearance, Excavations and Earthworks SUBSTRUCTURE (ALL PROVISIONAL) ELEMENT NO. 1 BILL NO. 4 PARKING TOWER PROPOSED CONSTRUCTION OF UGANDA REVENUE AUTHORITY HEADQUARTERS BUILDINGS AT NAKAWA Description Unit Quantity Rate, UGX. Amount USHS

vegetable soil and remove from site

M2

2,343

-

B

Excavate to reduce levels

M3

4,686

-

C Ditto not exceeding 1.5M deep from reduced level

D Ditto 1.5M - 3.0M deep ditto

E

Excavate pit for Column base not exceeding 1.5M deep starting from the basement floor level

F

Ditto pit for Column base exceeding 1.5M but not exceeding 3.0m deep ditto

G

Ditto pit for Column base exceeding 3.0M but not exceeding 4.5m deep ditto

H

Ditto pit for Lift Shaft not exceeding 1.5M deep starting from the basement floor level

I

Excavate pit for retaining wall base not exceeding 1.5M deep starting from the basement floor level

J

Ditto pit for retaining wall base exceeding 1.5M but not exceeding 3.0m deep ditto

K

Ditto pit for retaining wall base exceeding 3.0M but not exceeding 4.5m deep ditto

L Extra over lift pit excavation for forming embarkments

M

Extra over excavation for breaking up rock

M3 3,514

M3 3,514

M3 555

M3 555

M3 370

M3 12

M3 549

M3 549

M3 366

M3 80

M3

10

- - - - - - - - - -

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