volumi muri

M-1

nr Φ L Sasia Lpermbledhje e armatures

Φ pesha kg

1 12 226 7 15.82 6 4.16 0.222 0.922 12 227 5 11.35 8 6.8 0.395 2.693 12 100 20 20.00 12 93.17 0.888 82.73

3a 14 100 3 3.00 14 3 1.208 3.624 12 200 7 14.005 12 200 7 14.006 12 100 18 18.007 6 52 4 2.088 6 52 4 2.089 8 136 5 6.80

betoni 1.49 shuma ne kg 89.97

M-4


Φ pesha kg

1 12 386 7 27.02 6 4.68 0.222 1.042 12 387 5 19.35 8 6.8 0.395 2.693 12 100 30 30.00 12 159.97 0.888 142.05

3a 14 100 3 3.00 14 3 1.208 3.624 12 330 7 23.105 12 350 7 24.506 12 100 36 36.007 6 52 4 2.088 6 52 5 2.609 8 136 5 6.80


M-7


ΣL Pesha Kg/ml

m³/ml

ΣL Pesha Kg/ml

m³/ml

nr Φ L Sasia LΦ pesha kg

1 12 535 7 37.45 6 7.43 0.222 1.652 12 536 5 26.80 8 6.8 0.395 2.693 12 100 44 44.00 12 168.05 0.888 149.23

3a 14 100 3 3.00 14 3 1.208 3.624 12 270 7 18.905 12 270 7 18.906 12 100 22 22.007 6 62 4 2.488 6 55 9 4.959 8 136 5 6.80


M-10


Φ pesha kg

1 12 342 7 23.94 6 5.78 0.222 1.282 12 343 5 17.15 8 6.8 0.395 2.693 12 100 36 36.00 12 136.89 0.888 121.56

3a 14 100 3 3.00 14 3 1.208 3.624 12 270 7 18.905 12 270 7 18.906 12 100 22 22.007 6 62 4 2.488 6 55 6 3.309 8 136 5 6.80


L hekuri total kgM1 2.5 3.73 224.92 0.60 1.50M2 2.5 4.23 262.73 0.80 2.00M3 2.5 5.13 188.76 0.96 2.40M4 2.5 6.03 373.51 1.12 2.80M5 2.5 8.30 459.43 1.75 4.38M6 10.3 53.25 3071.79 3.28 33.78M7 1.75 4.99 275.08 1.00 1.75

ΣL Pesha Kg/ml

m³/ml

ΣL Pesha Kg/ml

m³/ml

betoni total m³ betoni i themelit m³/ml

total m³

M8 1.75 4.64 247.98 1.00 1.75M9 1.75 4.38 232.23 1.00 1.75

M10 1.75 4.02 226.02 1.00 1.75M11 3.5 7.31 497.80 Σ 53.86

Σ 105.99 Σ 6060.24

M-2


Φ pesha kg

1 12 276 7 19.32 6 4.28 0.222 0.952 12 277 5 13.85 8 6.8 0.395 2.693 12 100 20 20.00 12 110.17 0.888 97.83

3a 14 100 3 3.00 14 3 1.208 3.624 12 250 7 17.505 12 250 7 17.506 12 100 22 22.007 6 52 4 2.088 6 55 4 2.209 8 136 5 6.80


M-5


Φ pesha kg

1 12 430 7 30.10 6 11.98 0.222 2.662 12 431 5 21.55 8 6.8 0.395 2.693 12 100 38 38.00 12 196.85 0.888 174.80

3a 14 100 3 3.00 14 3 1.208 3.624 12 480 7 33.605 12 480 7 33.606 12 100 40 40.007 6 62 14 8.688 6 55 6 3.309 8 136 5 6.80


M-8


ΣL Pesha Kg/ml

m³/ml

ΣL Pesha Kg/ml

m³/ml


1 12 442 7 30.94 6 6.33 0.222 1.412 12 443 5 22.15 8 6.8 0.395 2.693 12 100 38 38.00 12 150.89 0.888 133.99

3a 14 100 3 3.00 14 3 1.208 3.624 12 270 7 18.905 12 270 7 18.906 12 100 22 22.007 6 62 4 2.488 6 55 7 3.859 8 136 5 6.80


M-11


Φ pesha kg

1 12 292 7 20.44 6 4.68 0.222 1.042 12 293 5 14.65 8 6.8 0.395 2.693 12 100 24 24.00 12 151.89 0.888 134.88

3a 14 100 3 3.00 14 3 1.208 3.624 12 270 7 18.905 12 270 7 18.906 12 100 55 55.007 6 62 4 2.488 6 55 4 2.209 8 136 5 6.80


ΣL Pesha Kg/ml

m³/ml

ΣL Pesha Kg/ml

m³/ml

M-3


Φ pesha kg

1 16 336 7 23.52 6 4.28 0.222 0.952 12 337 5 16.85 8 6.8 0.395 2.693 12 100 24 24.00 12 76.85 0.888 68.24

3a 14 100 3 3.00 14 3 1.208 3.624 16 330 7 23.10 16 69.725 16 330 7 23.106 12 100 36 36.007 6 52 4 2.088 6 55 4 2.209 8 136 5 6.80


M-6


Φ pesha kg

1 16 566 7 39.62 6 18.57 0.222 4.122 12 567 5 28.35 8 6.8 0.395 2.693 12 100 46 46.00 12 119.35 0.888 105.98

3a 14 100 3 3.00 14 3 1.208 3.624 16 540 7 37.80 16 115.22 1.578 181.825 16 540 7 37.806 12 100 45 45.007 6 92 16 14.728 6 55 7 3.859 8 136 5 6.80


M-9


ΣL Pesha Kg/ml

m³/ml

ΣL Pesha Kg/ml

m³/ml


1 12 392 7 27.44 6 5.78 0.222 1.282 12 393 5 19.65 8 6.8 0.395 2.693 12 100 34 34.00 12 140.89 0.888 125.11

3a 14 100 3 3.00 14 3 1.208 3.624 12 270 7 18.905 12 270 7 18.906 12 100 22 22.007 6 62 4 2.488 6 55 6 3.309 8 136 5 6.80


tombino


Φ

1 10 200 20 40.00 6 14.60 0.222 3.242 10 199 20 39.80 10 337.60 0.617 208.303 10 200 20 40.00 12 44.00 0.888 39.074 10 259 20 51.80 16 75.88 1.578 119.73865 10 396 10 39.606 10 444 10 44.407 10 100 82 82.008 6 44 6 2.649 16 542 7 37.94

10 16 542 7 37.9411 12 100 44 44.0012 6 92 13 11.96

betoni 5.66 shuma ne kg/ml 370.35

ΣL Pesha Kg/ml

m³/ml

ΣL Pesha/ml Kg/ml

pesha kg/ml

m³/ml

PREVENTIV

OBJEKTI: MURI PRITES ,MBRAPA KISHESADRESA : SHKOZE, ISH-UZINA E AUTOTRAKTORVE ,TIRANE

NR EMERTIMI I PUNIMIT NJESIA SASIA CMIMI VLERAI Punime ndertimi

a Punime germimi

1 m3 91.8 150.0 13,770.0

2 " 75.4 500.0 37,700.0

3 " 100 1,782.0 178,200.0

Shuma a 229,670.0

b Punime betoni e betonarmeje

" 53.86 9,500.0 511,670.0

Beton m.200 per murin M-1 deri M-11 m3 52.13 10,500.0 547,365.0

Beton m.200 per murin reth tombinos m3 10.1 10,500.0 106,050.0

Beton m.200 per murin mbi tombino M-6' m3 1.97 10,500.0 20,685.0

beton m. 200 per themelin e tombinos 13.12 9,500.0 124,640.0

kg 6060.24 140.0 848,433.6

kg 1518.435 140.0 212,580.9

kg 135.71 140.0 18,999.4

Shuma b 2,390,423.9

Shuma (a+b) 2,620,093.9

Lek 131,004.7

Shuma Totale (pa Tvsh) Lek 2,751,098.6

PREVENTIVUESING.NIKOLL PALUCA

Germim dheu e transport me makineri seksion i lire

Germim dheu per themel (me krah)

ndertimdrenazhi, mbushje me zhavor me krahe

Beton m.200 per themelim e muri M1 deri M11

F.v.hekur betonarme Ø 8-16mm permurin mbi tombino

F.v.hekur betonarme Ø 6-16mm per murin rreth tombinos

F.v.hekur betonarme Ø 8-16mm per murin mbi tombino M-6'

(Konsulenca teknike:hartimi i projektit dhe kontrolli gjates punes )

Adresa: TIRANE

tabela e hekurave


Φ

1 10 260 20 52.00 6 14.60 0.222 3.242 10 199 20 39.80 10 309.20 0.617 190.783 10 200 20 40.00 12 44.00 0.888 39.074 10 259 20 51.80 16 75.88 1.578 119.73865 10 264 10 26.406 10 312 10 31.207 10 100 68 68.008 6 44 6 2.649 16 542 7 37.94

10 16 542 7 37.9411 12 100 44 44.0012 6 92 13 11.96

betoni 5.27 shuma ne kg/ml 352.83

M-8

nr Φ L Sasia L permbledhje e armatures

ΣL Pesha/ml Kg/ml

pesha kg/ml

m³/ml

Φ pesha kg

1 12 442 7 30.94 6 10.05 0.222 2.232 12 443 5 22.15 8 6.8 0.395 2.693 12 100 38 38.00 12 163.89 0.888 145.53

3a 14 100 3 3.00 14 3 1.208 3.624 12 320 7 22.405 12 320 7 22.406 12 100 28 28.007 6 62 10 6.208 6 55 7 3.859 8 136 5 6.80


M-10


Φ pesha kg

1 12 342 7 23.94 6 9.5 0.222 2.112 12 343 5 17.15 8 6.8 0.395 2.693 12 100 36 36.00 12 149.89 0.888 133.10

3a 14 100 3 3.00 14 3 1.208 3.624 12 320 7 22.405 12 320 7 22.406 12 100 28 28.007 6 62 10 6.208 6 55 6 3.309 8 136 5 6.80


ΣL Pesha Kg/ml

m³/ml

ΣL Pesha Kg/ml

m³/ml

5.4 3.6 19.444.8 1.75 8.4

4 1.75 7

3.4 1.75 5.95

1.3 6 7.84.6 4 18.4

6.15 3 18.456.7 9 60.36.3 4 25.2

170.94

M-9



1 12 392 7 27.44 6 9.5 0.222 2.112 12 393 5 19.65 8 6.8 0.395 2.693 12 100 34 34.00 12 153.89 0.888 136.65

3a 14 100 3 3.00 14 3 1.208 3.624 12 320 7 22.405 12 320 7 22.406 12 100 28 28.007 6 62 10 6.208 6 55 6 3.309 8 136 5 6.80


M-11


Φ pesha kg

1 12 292 7 20.44 6 8.4 0.222 1.862 12 293 5 14.65 8 6.8 0.395 2.693 12 100 24 24.00 12 131.89 0.888 117.12

3a 14 100 3 3.00 14 3 1.208 3.624 12 320 7 22.405 12 320 7 22.406 12 100 28 28.007 6 62 10 6.208 6 55 4 2.209 8 136 5 6.80


ΣL Pesha Kg/ml

m³/ml

ΣL Pesha Kg/ml

m³/ml

PREVENTIV

OBJEKTI: MURI PRITES ,MBRAPA KISHESADRESA : SHKOZE, ISH-UZINA E AUTOTRAKTORVE ,TIRANE

NR EMERTIMI I PUNIMIT NJESIA SASIA CMIMI VLERAI Punime ndertimi

a Punime germimi

1 m3 100 150.0 15,000.0

2 " 100 500.0 50,000.0

3 " 100 1,782.0 178,200.0

Shuma a 243,200.0

b Punime betoni e betonarmeje

" 61.03 9,500.0 579,785.0

Beton m.200 per murin M-6 deri M-9 m3 52.63 10,500.0 552,615.0

m3 185.67 3,749.0 696,076.8

beton m.200 per themelin te tombino m3 12.8 9,500.0 121,600.0

beton m.200 per murin te tombino m3 8.28 10,500.0 86,940.0

kg 1411.31 140.0 197,583.4

kg 1209.70 140.0 169,358.0

Shuma b 2,403,958.2

Shuma (a+b) 2,647,158.2

Lek 132,357.9

Shuma Totale (pa Tvsh) Lek 2,779,516.1

PREVENTIVUESING.NIKOLL PALUCA

Germim dheu e transport me makineri seksion i lire

Germim dheu per themel (me krah)

ndertim drenazhi,mbushje me zhavor me krahe

Beton m.200 per themelim e murit M6 deri M9

Gabiona me rrjete teli te zinguar e gure kave 1x1x1 m

F.v.hekur betonarme Ø 6-16mm per murin te tombinoF.v.hekur betonarme Ø 8-12mm

(Konsulenca teknike:hartimi i projektit dhe kontrolli gjates punes )

Adresa: TIRANE

volumi muri

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