Extras armare centuri peste fundatii

MARCA DIAMETRU LUNGIME(m) GREUT. SPECIF. GREUT./LUNG. BUCĂŢI TOTAL GREUT.(kg)

C1 50.00 1.208 60.4 3 181.2C2 50.00 1.208 60.4 2 120.8C3 1.20 0.395 0.5 333.33333333333 158.0

181.2TOTAL Φ12(kg): 120.8TOTAL Φ8(kg): 158.0

Extras armare centuri peste parter

MARCA DIAMETRU LUNGIME(m) GREUT. SPECIF. GREUT./LUNG. BUCĂŢI TOTAL GREUT.(kg)

C1 Φ14 80.10 1.208 96.8 3 290.3C2 Φ12 80.10 0.888 71.1 2 142.3C3 Φ8 1.20 0.395 0.5 400.5 189.8

290.3142.3189.8

Extras armare buiandrugi parter

MARCA DIAMETRU LUNGIME(m) GREUT. SPECIF. GREUT./LUNG. BUCĂŢI TOTAL GREUT.(kg)

B1.1 Φ12 28.90 0.888 25.7 3 77.0B1.2 Φ10 28.90 0.617 17.8 2 35.7B1.3 Φ8 1.20 0.395 0.5 144.5 68.5

Φ14Φ14Φ8

TOTAL Φ14(kg):

TOTAL Φ14(kg):TOTAL Φ12(kg):TOTAL Φ8(kg):

Extras armare sâmburi casa

MARCA DIAMETRU LUNGIME(m) GREUT. SPECIF.S1 Φ16 2.40 1.580S2 Φ16 3.55 1.580S3 Φ16 1.80 1.580S4 Φ16 2.90 1.580S5 Φ8 1.10 0.395S5 Φ8 1.10 0.395S5 Φ8 1.10 0.395S5 Φ8 1.10 0.395

GREUT./LUNG. BUCĂŢI TOTAL GREUT.(kg)3.8 72 273.05.6 72 403.82.8 32 91.04.6 20 91.60.4 288 125.10.4 426 185.10.4 96 41.70.4 96.67 42.0

TOTAL O16(kg): 860TOTAL O8(kg): 394

Calculul betonului in fundatii si talpa egalizare, B150Zid(m) Perimetru(m) H nivel(m) Beton (mc)

0.400 44.60 1.40 24.980.350 25.11 1.40 12.300.600 44.60 0.40 10.70

TOTAL beton(mc) 47.98

Centuri peste fundatii si placa,B200Zid(m) Perimetru(m) H nivel(m) Beton (mc)

0.400 44.60 0.25 4.460.350 25.11 0.25 2.20

placa fara Sziduri: 90,00 mp x 13 cm = 11,70 mc 11.70TOTAL beton(mc) 18.36

Calculul zidariei parterZid(m) Perimetru(m) H nivel(m) S zidarie(m S goluri(mp) S caramida(

0.300 56.85 2.80 159.18 26.46 132.720.200 29.10 2.80 81.48 14.91 66.57

Calculul golurilor zidarie parterMarca Zid(m) L goluri (m) h goluri(m) Bucati S goluri (m)B1 0.300 0.70 1.20 2 1.68B2 0.300 1.60 1.20 2 3.84B3 0.300 1.00 1.40 1 1.40B4 0.300 0.90 1.80 2 3.24B5 0.300 1.50 2.10 1 3.15B6 0.300 1.00 1.20 1 1.20B7 0.300 1.20 0.70 3 2.52B8 0.300 1.20 1.20 1 1.44B9 0.300 3.00 2.50 1 7.50B10 0.300 0.90 2.10 2 3.78B11 0.300 0.60 1.00 1 0.60B12 0.200 0.90 2.10 2 3.78B13 0.200 1.00 2.10 2 4.20B14 0.200 2.30 2.10 1 4.83

TOTAL 0,30(mp) 30.35TOTAL 0,20(mp) 12.81

Calculul zidariei etajZid(m) Perimetru(m) H nivel(m) S zidarie(m S goluri(mp) S caramida(

0.300 46.00 2.80 128.80 15.82 112.98

0.300 0.00 0.00 0.000.200 47.00 2.80 131.60 15.75 115.85

Calculul golurilor zidarie etajMarca Zid(m) L goluri (m) h goluri(m) Bucati S goluri (m)B1 0.300 1.40 2.10 2 5.88B2 0.300 1.00 1.40 1 1.40B3 0.300 0.60 1.00 2 1.20B4 0.300 0.70 0.90 1 0.63B5 0.300 1.60 1.20 1 1.92B6 0.300 0.80 2.10 1 1.68B7 0.300 1.20 1.20 1 1.44B8 0.200 0.80 2.10 5 8.40

TOTAL 0,30(mp) 14.15TOTAL 0,20(mp) 8.40

Calculul necesarului de beton la stalpi

Marca Latura(m) S samburi(mp) H stalp Numar(buc.) V samburi(mc)B200 0.25 0.06 6.50 18 7.31

TOTAL (mc) 7

Calculul necesarului de beton la buiandrugi parter

Marca H (m) l(m) S(mp) Lgol(m) L(m)B200 0.25 0.3 0.08 0.7 1.2B200 0.25 0.3 0.08 1.6 2.1B200 0.25 0.3 0.08 1 1.5B200 0.25 0.3 0.08 1.6 2.1B200 0.25 0.3 0.08 0.9 1.4B200 0.25 0.3 0.08 0.9 1.4B200 0.25 0.3 0.08 1.5 2B200 0.25 0.3 0.08 0.8 1.3B200 0.25 0.3 0.08 1 1.5B200 0.25 0.3 0.08 0.9 1.4B200 0.25 0.3 0.08 0.6 1.1B200 0.25 0.3 0.08 0.9 1.4B200 0.25 0.3 0.08 1.2 1.7B200 0.25 0.3 0.08 1.2 1.7B200 0.25 0.3 0.08 1.2 1.7

B200 0.25 0.3 0.08 1.2 1.7B200 0.25 0.3 0.08 3 3.5B200 0.25 0.2 0.05 0.8 1.3B200 0.25 0.2 0.05 0.8 1.3B200 0.25 0.2 0.05 0.8 1.3B200 0.25 0.2 0.05 0.8 1.3B200 0.25 0.2 0.05 0.8 1.3

TOTAL (mc) 35

Calculul necesarului de beton la buiandrugi etaj

Marca H (m) l(m) S(mp) Lgol(m) L(m)B300 0.25 0.3 0.08 1.4 1.9B300 0.25 0.3 0.08 1.4 1.9B200 0.25 0.3 0.08 1.6 2.1B200 0.25 0.3 0.08 0.8 1.3B200 0.25 0.3 0.08 1.2 1.7B200 0.25 0.3 0.08 1 1.5B200 0.25 0.3 0.08 0.7 1.2B200 0.25 0.2 0.05 0.9 1.4B200 0.25 0.2 0.05 1 1.5B200 0.25 0.2 0.05 1 1.5

TOTAL (mc) 16

TOTAL caramida 30 (mc) 66TOTAL caramida 20 (mc) 33TOTAL beton B200 (mc) 77TOTAL beton B150 (mc) 48

S samburi(mp) Bucati samburi Volum samburi(mc) Necesar caramida(mc)0.06 26.00 4.55 35.270.06 11.00 1.92 11.39

TOTAL 30(mc) 35.27TOTAL 20(mc) 11.39

Marca ZID(m) L goluri (m) h goluri (m)

B1 0.30 3.1 0.5

B2 0.30 2 2.1

B3 0.30 0.8 1.1

B4 0.30 0.9 2.1

B5 0.30 0.8 1.7

B6 0.30 2.2 1.7

B7 0.30 0.95 1.7

B8 0.30 1.5 1.2

B9 0.30 1.4 2.1

B10 0.30 0.9 2.1

B11 0.30 0.6 0.6

B12 0.30 1.8 0.5

B13 0.20 0.9 2.1

B14 0.20 0.8 2.1

S samburi(mp) Bucati samburi Volum samburi(mc) Necesar caramida(mc)0.06 13.00 3.03 30.86

0.06 2.00 0.00 0.000.06 7.00 1.22 21.95

TOTAL 30(mc) 30.86TOTAL 20(mc) 21.95

Marca ZID(m) L goluri (m) h goluri (m)

B1 0.30 3.1 0.5

B2 0.30 1.5 1.2

B3 0.30 0.8 0.6

B4 0.30 1.5 0.6

B5 0.30 0.95 1.7

B6 0.30 0.9 2.1

B7 0.30 1.5 0.5

B8 0.30 1.8 0.5

B9 0.30 1.2 2.1

B10 0.20 1 2.1

B11 0.20 0.9 2.1

Ciment/mc(kg) Total ciment(kg) Total ciment(saci)350.00 2559.38 51.19

TOTAL saci(buc.) 51

Numar(buc.) V buiandrug(mc) Ciment/mc(kg) Total ciment(kg)Total ciment(saci)2 0.18 350.00 63.00 1.261 0.16 350.00 55.13 1.101 0.11 350.00 39.37 0.791 0.16 350.00 55.13 1.101 0.11 350.00 36.75 0.741 0.11 350.00 36.75 0.741 0.15 350.00 52.50 1.051 0.10 350.00 34.13 0.681 0.11 350.00 39.37 0.791 0.11 350.00 36.75 0.741 0.08 350.00 28.88 0.581 0.11 350.00 36.75 0.741 0.13 350.00 44.63 0.891 0.13 350.00 44.63 0.891 0.13 350.00 44.63 0.89

1 0.13 350.00 44.63 0.891 0.26 350.00 91.88 1.841 0.07 350.00 22.75 0.461 0.07 350.00 22.75 0.461 0.07 350.00 22.75 0.461 0.07 350.00 22.75 0.461 0.07 350.00 22.75 0.46

TOTAL saci(buc.) 18

Numar(buc.) V buiandrug(mc) Ciment/mc(kg) Total ciment(kg)Total ciment(saci)1 0.14 350.00 49.87 1.001 0.14 350.00 49.87 1.001 0.16 350.00 55.13 1.101 0.10 350.00 34.13 0.681 0.13 350.00 44.63 0.891 0.11 350.00 39.37 0.791 0.09 350.00 31.50 0.631 0.07 350.00 24.50 0.491 0.08 350.00 26.25 0.531 0.08 350.00 26.25 0.53

TOTAL saci(buc.) 8

bucati S

1 1.55

1 4.2

1 0.88

1 1.89

2 2.72

1 3.74

2 3.23

1 1.8

1 2.94

1 1.89

2 0.72

1 0.9

7 13.23

1 1.68

26.46

14.91

66.13

33.33

bucati S

1 1.55

1 1.8

1 0.48

3 2.7

2 3.23

1 1.89

1 0.75

1 0.9

1 2.52

3 6.3

5 9.45 15.8215.75

Total ciment(saci)

Total ciment(saci)

CENTRALIZATOR MATERIALE:

TOTAL caramida(mc): 71.0 mc

TOTAL beton(mc): 125.0 mc

Fier-beton:TOTAL O6(kg) PC 52: 282.2 282.2TOTAL O8(kg) PC 52: 528.0 394.0 922.0TOTAL O10(kg) PC 52: 1071.0 1071.0TOTAL O12(kg) PC 52: 488.2 488.2TOTAL O14(kg) PC 52: 580.6 580.6TOTAL O16(kg) PC 52: 25.3 860.0 885.3TOTAL O20(kg) PC 52: 59.3 59.3

TOTAL FIER-BETON: 4288.6 kg

TOTAL MAT. LEMNOS: 12,5 mc

Total invelitoare: 140,00 mp tigla sau tabla

Total hidroizolatie fundatii: 120,00 mp

Beton B250 380 kg la mc 0,57 mc pietris la mc 0,64 mc nisip

Beton B200 350 kg la mc 0,66 mc pietris la mc 0,7 mc nisip

Beton B100 245 kg la mc 1,36 mc balast la mc -

din care: 48 mc caramida de 30 si 23 mc caramida de 20

din care: 77 mc B200 48 mc B150

materialul lemnos al sarpantei, din care 8,3 mc capriori, popi, grinzi si 4,2 mc astereala

0,64 mc nisip

0,7 mc nisip

caramida de 30 si 23 mc caramida de 20

8,3 mc capriori, popi, grinzi si 4,2 mc astereala

FundatiiC 4/5 C 12/15

Perimetru Fundatie continua h=1.00 Cuzinet h=0.40Grosime 50cm 49.65 24.825 9.93Grosime 40cm 63.9 25.56 10.224

Suprafata p.p.s. Total STNB placa pe sol166.000 4.44 737.0

Suprafata p.p.s. Grosime p.p.s Total Beton C12/15166 0.1 16.6

P101 C8/10 C16/20

48.4850 12

EXTRAS DE MATERIALE

Fundatii

360 kg540 kg

C8/10 11.5 mc

C16/20 48.5 mc

Placa pe sol

Greutate Ø6

OB37 Ø8PC52 Ø12

Nr bare Bucati Lungime etrieri6 1.55

297.9 248 384.7875383.4 320 495.225

538.128 673.33333333333 359.055

Armatura Ø14 Etrier Ø8

Armatura Ø12 Armatura Ø8

FundatiiC 4/5

Perimetru EgalizareGrosime 60cm 45.45 4.545Grosime 50cm 37.4 3.74Grosime 40cm 27.1 2.71

SUMA 10.995

Placa pe solSuprafata p.p.s. Total STNB placa pe sol

90.000 4.44 459.5Suprafata p.p.s. Grosime p.p.s Total Beton C16/20

90 0.13 11.7

H Perimetru Goluri pereti exteriori2.28 45.45 1.52

h GOLURI Buiandrugi2.3 7.56 1.08

Lungime C 16/20perete exterior perete interior 4.545

45.45 22.85 5.97

Suprafata Grosime placa C 16/2082.500 0.15 12.375

Suprafata Grosime placa C 16/2082.600 0.15 12.39

Greutate Ø6

Pereti de beton

SUBSOL

Pereti de caramida

subsol

Centura cota -0.10

Planseu cota -0.10

Planseu cota +2.85

L Beton

Grinzi

G1 4.6 0.52g2 5.35 0.60g3 2.05 0.23g4 2.95 0.33

1.68

Lungime C 16/20perete exterior perete interior perete exterior

45.45 13.8 3.408753.75

BuiandrugiSubsol Denumire LUNGIME GOL

BS1-INTERIOR 0.9

PARTER-exterior BP1 0.9BP2 0.8BP3 1.55BP4 1.5BP5 2.74BP6 0.9BP7 0.35BP8 1BP9 0.9

PARTER-interior BP10 0.9

MANSARDA ext BM1 0.9BM2 0.7BM3 0.9BM4 0.85BM5 2.85

suma goluri mans

Scara

Beton C16/20 Ø8 Ø104 13.2 88.3

13.2 122.226.4 210.5

Beton C16/20

Centura cota +2.85

STALPI

STALP H bucatiST1 4.05 6ST2 7.02 4ST3 4.85 3ST4 5.7 2ST5 2.5 1

PARTER

CARAMIDA

perimetru Hexterior 30cm 45.45 2.7interior 25 cm 22.85 2.7

MANSARDAperimetru H

exterior 30cm 20.65 1.1

interior 25 cm

Pergole 2.75SARPANTAASTEREALA

MATERIAL LEMNOS

Ø16 Ø12C 12/15 C 16/20 Nr bare Bucati L etrieri

F.continua Cuzinet 1.75 1.5521.816 10.908 181.8 136.35 303 530.25

14.96 5.984 112.2 112.2 249 0 386.46715.718 4.336 81.3 81.3 181 280.03352.494 21.228 375.3 329.85 1196.75

1.58 0.88 0.395592.974 290.268 1197.145

Beton C16/20 STNB Ø1040.84 1468.17

VolumStalpi Lungimi perete

0.575 22.85 49.175 12.29375

C 16/20 Ø14 Ø81.43 1.05 0.95

5.97 273.2 239 1091.21 347 0.395

330.572 137.12

Armaturi Ø10 Ø6

1202.3 72

Armaturi Ø10 Ø6

1254.7 79.1

Armatura Etrier Ø8

Suprafata caramida

Ø12 Ø16 Ø18 Ø817.25 48.85 58 35.219.9 56 66.8 44.84.1 12.4 13.8 9.15.7 16.6 19.2 12.3

46.95 133.85 157.80 101.40

C 16/20 Ø14 Ø8perete interior

0.345 237 1.05 0.953.75 1.21 227.25 69

286.77 238.6125 65.55304.1625 0.395

120.14

H gol Bucati LB S BUI Beton Ø14 Ø122.1 4 1.8 0.36 0.09 5.4 3.6

02.1 1 0.45 0.09 0.027 1.35 0.91.2 1 0.4 0.08 0.024 1.2 0.82.1 1 0.775 0.155 0.0465 2.325 1.551.2 2 1.5 0.3 0.09 4.5 31.6 1 1.37 0.274 0.0822 4.11 2.741.2 1 0.45 0.09 0.027 1.35 0.9

0.35 1 0.175 0.035 0.0105 0.525 0.352.1 1 0.5 0.1 0.03 1.5 10.6 1 0.45 0.09 0.027 1.35 0.92.1 1 0.45 0.09 0.0225 1.35 0.9

02.1 3 1.35 0.27 0.0675 4.05 2.71.2 2 0.7 0.14 0.035 2.1 1.41.2 1 0.45 0.09 0.0225 1.35 0.91.2 1 0.425 0.085 0.02125 1.275 0.851.6 1 1.425 0.285 0.07125 4.275 2.85

1.21 0.8880.87 0.69 45.99 22.50

Ø12 Ø16484.4 34.3 `710.7 34.3

1195.1 68.6

Volum beton Ø16 Ø82.187

2.52720.909375

1.0260.15625

6.81 913.2 466.8

PARTERS GOLURI S BUIANDR S STALPI volum

17.9315 1.214 9.72 28.154851.89 0.09 2.025 14.4225

MANSARDASuprafata S GOLURI S BUIANDR S STALPI volum

1.32 21.39544.2 14.01 0.87 4.884 7.3308

28.725823.35 5.8375

Ø87.65 supraf goluri

1.9125 1.891.7 0.96

3.29375 3.2556.375 3.6

5.8225 4.3841.9125 1.08

0.74375 0.12252.125 2.1

1.9125 0.541.9125 1.89

suma 17.9315 1.2145.7375 5.67 5.67

2.975 1.68 1.68

1.9125 1.08 1.89 1.08

1.80625 1.02 1.02

6.05625 4.56 4.56

0.395 14.01

54.24