piese scrise+tabele

49
Nr. Crt. UNITATEA DE MASURA PRET U MATERIAL MANOPERA 1 PC12C1 mc 155.00 14.10 2 PE 2-2 kg 3.07 0.21 3 PE 2-5 kg 2.70 0.23 4 PE9 t 76.00 4.36 5 PD5/1 mp 8.23 4.93 6 PC1/1 mc 74.40 15.50 7 PG6b1 mp 7.67 1.29 8 PG16 O2 mp 4.92 1.11 9 PG4 O2 mp 2.98 2.16 10 DB26 a1x2 mp 12.96 1.98 11 DE24 b1 mp 5.76 4.30 12 PG3 a2 mp 5.29 9.00 13 PG13 mp 2.88 1.05 14 Sipca impregnata 3x5 cm mc 1010.00 199.00 15 AS-PD12 Cofraje TEGO in dala mp 11.84 4.81 TOTAL LEI m INDICATIVUL ARTICOLULUI DENUMIREA ARTICOLULUI Beton armat B250 cu un dozaj de 320 kg ciment P400 la mc de beton in suprastructura Armaturi din otel beton OL38 M2 pentru betonul armat din suprastructura Armaturi din otel beton PC52 pentru betonul armat din suprastructura Spor pentru inadirea la cald a armaturii din bare cu %%c mai mare de 24 mm Cofraje drepte pentru beton armat in suprastructura Beton de panta 835 cu un dozaj de 102 kg ciment la mc de beton Sapa hidrofuga din doua straturi de carton asfaltat intre trei straturi de bitum Sapa de protectie din beton B150 de 3 cm grosime Strat support pentru hidroizolatie de 2 cm grosime Imbracaminte de beton asfaltic fin alcatuita din 2 straturi a 2.5 cm grosime Asfalt turnat pe trotuare de 2 cm grosime Tencuiala din piatra artificiala Carton asfaltat in 2 straturi la rezemarea dalei pe culei P130 b2 Asim

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Page 1: piese scrise+tabele

DEVIZ PE CATEGORII DE LUCRARI podete dalate cu platforma de 10.00 m

Nr. Crt.

IND

ICA

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PRET UNITAR

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1 PC12C1 mc 155.00 14.10 9.20

2 PE 2-2 kg 3.07 0.21

3 PE 2-5 kg 2.70 0.23

4 PE9 t 76.00 4.36

5 PD5/1 mp 8.23 4.93

6 PC1/1 mc 74.40 15.50 6.00

7 PG6b1 mp 7.67 1.29

8 PG16 O2 mp 4.92 1.11 0.39

9 PG4 O2 mp 2.98 2.16 0.16

10 DB26 a1x2 mp 12.96 1.98 2.88

11 DE24 b1 mp 5.76 4.30 0.80

12 PG3 a2 Tencuiala din piatra artificiala mp 5.29 9.00 0.16

13 PG13 mp 2.88 1.05

14 Sipca impregnata 3x5 cm mc 1010.00 199.00

15 AS-PD12 Cofraje TEGO in dala mp 11.84 4.81TOTAL LEI

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Beton armat B250 cu un dozaj de 320 kg ciment P400 la mc de beton

in suprastructura

Armaturi din otel beton OL38 M2 pentru betonul armat din

suprastructura

Armaturi din otel beton PC52 pentru betonul armat din suprastructura

Spor pentru inadirea la cald a armaturii din bare cu %%c mai mare

de 24 mm

Cofraje drepte pentru beton armat in suprastructura

Beton de panta 835 cu un dozaj de 102 kg ciment la mc de beton

Sapa hidrofuga din doua straturi de carton asfaltat intre trei straturi de

bitum

Sapa de protectie din beton B150 de 3 cm grosime

Strat support pentru hidroizolatie de 2 cm grosime

Imbracaminte de beton asfaltic fin alcatuita din 2 straturi a 2.5 cm

grosime

Asfalt turnat pe trotuare de 2 cm grosime

Carton asfaltat in 2 straturi la rezemarea dalei pe culei

P130 b2Asim

Page 2: piese scrise+tabele

PRET UNITAR DESCHIDEREA 6.00 m DESCHIDEREA 7.00 m

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PLATFORMA 10.00 m PLATFORMA 10.00 m

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178.30 27.00 4185.00 380.70 248.40 4814.10 33.50 5192.50 472.35 308.20

3.28 80.00 245.60 16.80 262.40 85.00 260.95 1785.00

3.93 2462.00 9109.40 566.26 9675.63 3472.00 12846.40 798.56

80.36 241.00 183.16 10.51

13.16 24.00 197.52 118.32 315.84 27.00 222.21 133.11

95.90 0.80 59.52 12.40 4.80 76.72 1.10 81.84 17.05 6.60

8.96 74.00 567.58 95.46 663.04 84.00 644.28 108.36

6.42 74.00 364.08 82.14 28.86 475.08 84.00 413.28 93.24 32.76

5.30 74.00 220.52 159.84 11.84 392.20 84.00 250.32 181.44 13.44

17.82 53.00 686.88 104.94 152.64 944.46 62.00 803.52 122.76 178.56

10.86 5.50 31.68 23.65 4.40 59.73 6.00 34.56 25.80 4.80

14.45 15.00 79.35 135.00 2.40 216.75 18.00 95.22 162.00 2.88

3.93 10.00 28.80 10.50 39.30 10.00 28.80 10.50

1209.00 0.03 30.30 5.98 36.27 0.03 30.30 5.97

16.65 56.00 663.04 269.36 932.40 64.00 757.76 307.8416469.27 1981.34 453.34 18903.95 21845.10 2467.34 547.24

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Page 3: piese scrise+tabele

DESCHIDEREA 7.00 m DESCHIDEREA 8.00 m DESCHIDEREA 9.00 m

PLATFORMA 10.00 m PLATFORMA 10.00 m PLATFORMA 10.00 m

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5973.05 41.00 6355.00 578.10 377.20 7310.00 51.00 7905.00 719.10 469.20

278.80 108.00 331.56 22.60 354.24 124.00 380.68 26.04

13644.96 4192.00 15510.40 964.16 16474.56 4828.00 17863.60 1110.44

193.67 2.90 220.40 12.64 233.04 2.51 266.76 15.30

355.32 30.00 246.90 147.90 394.80 37.00 304.51 182.41

105.49 1.50 111.60 23.25 9.00 143.85 1.80 133.92 29.90 10.80

752.64 94.00 720.98 121.26 842.24 105.00 805.35 135.45

539.28 94.00 462.48 104.34 36.66 603.48 105.00 516.60 116.55 40.95

445.20 94.00 280.12 203.04 15.04 498.20 105.00 312.90 226.80 16.80

1104.84 71.00 920.16 140.58 204.48 1265.22 80.00 1036.80 158.40 230.40

69.16 7.00 40.32 30.10 5.60 76.02 8.00 46.08 34.40 6.40

260.10 21.00 111.09 189.00 3.36 303.45 25.00 132.25 225.00 4.00

39.30 10.00 28.80 10.50 39.30 10.00 28.80 10.50

36.27 0.03 30.30 5.97 36.27 0.03 30.30 5.97

1065.60 75.00 888.00 360.75 1248.75 86.00 1018.24 413.6624859.68 26258.11 2914.27 651.34 29823.72 30.781.79 3407.92 778.55

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Page 4: piese scrise+tabele

DESCHIDEREA 9.00 m DESCHIDEREA 10.00 m

PLATFORMA 10.00 m PLATFORMA 10.00 m

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9093.30 62.00 9610.00 874.20 570.40 11054.60

406.72 134.00 411.38 28.14 439.52

18974.04 6053.00 22396.10 1392.19 23788.29

282.06 4.50 342.00 19.62 361.62

4860.92 41.00 337.43 202.13 539.56

172.62 2.20 163.68 34.10 13.20 210.98

940.80 112.00 859.04 144.48 1003.52

674.10 112.00 551.04 124.32 43.68 719.04

556.50 112.00 333.76 241.92 17.92 593.60

1425.60 88.00 1140.48 174.24 253.44 1568.16

86.88 9.00 51.84 38.70 7.20 97.74

361.25 30.00 158.70 270.00 4.80 435.50

39.30 10.00 28.80 10.50 39.30

36.27 0.03 30.30 5.97 36.27

1431.90 100.00 1184.00 481.00 1665.0034968.26 37598.55 4041.51 910.64 42550.70

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Page 5: piese scrise+tabele

EXTRAS DE MATERIALE

U/M PLATFORMA PLATFORMA PLATFORMA9.00 m 10.00 m 9.00 m 10.00 m 9.00 m 10.00 m

A. MATERIALE FRANCO-VAGON STATIA DE DESTINATIECIMENT MARCA 300 t 0.050 0.060 0.080 0.080 0.080 0.100CIMENT MARCA 400 t 9.080 10.010 11.010 11.010 12.280 13.250

OTEL BETON OL38-M2 t 0.080 0.080 0.090 0.090 0.090 0.110OTEL BETON PC52 t 2.410 2.540 3.280 3.280 3.580 3.880CRIBLURA 3-8 mm t 2.700 3.050 3.160 3.160 3.560 3.620

CARTON ASFALTAT mp 168.000 188.200 188.200 188.200 210.600 206.100BITUM t 0.740 0.830 0.860 0.860 0.960 0.970

LEMNE DE FOC t 0.330 0.370 0.370 0.370 0.420 0.410FILER DE CALCAR t 0.670 0.750 0.780 0.780 0.880 0.890

PIATRA GRIS t 0.280 0.280 0.330 0.330 0.330 0.390NISIP DE CONCASAJ t 1.300 1.470 1.530 1.530 1.720 1.750

DULAPI mc 0.050 0.055 0.061 0.061 0.068 0.074SCANDURI mc 0.272 0.310 0.324 0.324 0.350 0.388

RIGLE mc 0.142 0.160 0.170 0.170 0.182 0.200BILE mc 0.001 0.001 0.001 0.001 0.001 0.001

mc 0.003 0.003 0.003 0.003 0.003 0.003

B. MATERIALE LOCO DEPOZIT-OBIECTBALAST mc 0.900 1.000 1.250 1.400 1.600 1.900

NISIP DE CONCASAJ mc 15.600 17.300 1880.000 21.000 22.500 25.300PIETRIS mc 19.850 21.900 24.300 27.200 29.600 33.200

MARGARITAR mc 2.050 2.300 2.300 2.600 2.600 2.900CUIE-SCOABE kg 13.500 15.200 16.300 17.600 19.300 20.300

SARMA kg 30.200 32.100 39.900 43.300 47.200 52.000BENZINA l 19.800 21.900 22.500 25.200 24.900 28.200

MOTORINA kg 60.200 67.900 70.400 79.400 80.650 90.900CARBUNI kg 444.000 482.000 524.000 580.000

SUSPENSIE BITUM kg 7.200 8.000 7.200 8.000 7.200 8.000

mp 3.500 3.900 4.200 4.500 4.900 5.300

LONGRINE DE LEMNE mc 0.009 0.011 0.011 0.012 0.013 0.014

DENUMIREA MATERIALULUI

DESCHIDEREA 6.00 m

DESCHIDEREA 7.00 m

DESCHIDEREA 8.00 m

SIPCA IMPREGNATA-STEJAR

PANOURI DE PLACAJ TEGO

Page 6: piese scrise+tabele

EXTRAS DE MATERIALE

PLATFORMA PLATFORMA9.00 m 10.00 m 9.00 m 10.00 m

A. MATERIALE FRANCO-VAGON STATIA DE DESTINATIE0.110 0.120 0.150 0.170

14.880 16.340 19.390 21.9800.110 0.130 0.140 0.1404.320 4.510 5.650 6.2304.080 4.080 4.480 5.060

233.000 228.500 244.200 273.3001.090 1.090 1.180 1.3300.470 0.460 0.500 0.5601.010 1.010 1.110 1.2500.390 0.460 0.550 0.5501.970 1.970 2.160 2.4400.083 0.093 0.111 0.1260.390 0.428 0.516 0.5320.210 0.226 0.260 0.2820.001 0.002 0.002 0.002

0.003 0.003 0.003 0.003

B. MATERIALE LOCO DEPOZIT-OBIECT2.000 2.300 2.500 2.800

27.500 30.900 32.400 36.70036.850 41.300 44.150 50.2002.900 3.300 3.100 3.500

22.100 24.300 26.000 28.10054.600 59.800 67.000 73.90027.900 31.500 30.000 33.60090.900 102.400 99.850 112.700

638.000 702.000 822.000 900.0007.200 8.000 7.200 8.000

5.600 6.000 6.300 7.000

0.014 0.016 0.016 0.018

DESCHIDEREA 9.00 m

DESCHIDEREA 10.00 m

Page 7: piese scrise+tabele

TABEL AL CANTITATILOR DE LUCRARI DE BAZA

DESCHIDERE LUNGIME PLATFORMA LATIME DALA

6.00 6.409.00 8.20 24.50 2421.00

10.00 9.20 27.00 2542.00

7.00 7.409.00 8.20 30.00 3271.00

10.00 9.20 33.50 3558.00

8.00 8.459.00 8.20 36.50 3879.00

10.00 9.20 41.00 4300.00

9.00 9.509.00 8.20 45.50 4501.00

10.00 9.20 51.00 4951.00

10.00 10.509.00 8.20 54.50 5626.00

10.00 9.20 62.00 6189.00

BETON ARMAT B250 IN DALE (mc)

ARMATURA DIN OTEL BETON(kg)

A3
bobo:
Page 8: piese scrise+tabele

TABEL AL CANTITATILOR DE LUCRARI DE BAZA

COFRAJEINDICI DE CONSUM PE ml PE POD

BETON ARMAT mc/m ARMATURI kg/m COFRAJE mp/m71.00 3.83 378.00 11.0080.00 4.22 398.00 12.5085.00 4.06 442.00 11.5091.00 4.52 481.00 12.30

100.00 4.32 459.00 11.85105.00 4.85 509.00 12.40113.00 4.78 474.00 11.90123.00 5.37 521.00 13.00130.00 5.19 535.00 12.40141.00 5.90 589.00 13.40

Page 9: piese scrise+tabele

SOLICITARI PENTRU CALCULUL INFRASTRUCTURILOR

LUMINASARCINA PERMANENTA SARCINA MOBILAH V M H VA VB MA MB

t/m t/m tm/m t/m t/m t/m tm/m tm/m6.00 8.060 11.400 -0.422 3.600 6.750 1.550 -1.670 1.6707.00 9.670 13.730 -0.546 4.010 7.540 1.750 -2.160 2.1608.00 11.850 17.100 -0.730 4.440 8.400 1.930 -2.740 2.7409.00 13.600 19.830 -0.965 4.890 9.180 2.120 -3.360 3.360

10.00 16.300 23.900 -1.340 5.150 9.650 2.220 -3.910 3.910

Page 10: piese scrise+tabele

SOLICITARI PENTRU CALCULUL INFRASTRUCTURILOR

SARCINA PERMANENTA+SARCINAMOBILAH VA VB M

t/m t/m t/m tm/m tm/m11.660 18.150 12.950 -2.092 1.24813.680 21.270 15.480 -2.706 1.61416.290 25.500 19.030 -3.470 2.01018.490 29.010 21.950 -4.325 2.39521.450 33.550 26.120 -5.250 2.570

Page 11: piese scrise+tabele

6.00 6.433 6.8669.00 9.00 47.00

10.00 10.00 51.00

7.00 7.433 7.8669.00 9.00 57.00

10.00 10.00 61.00

8.00 8.476 8.9529.00 9.00 72.00

10.00 10.00 78.00

9.00 9.476 9.9529.00 9.00 84.00

10.00 10.00 90.00

10.00 10.52 11.049.00 9.00 100.00

10.00 10.00 107.00

TABEL RECAPITULATIV AL CANTITATILOR DE LUCRARI - SUPRASTRUCTURI BOLTITE

LUMINA (m)

DESCHIDEREA DE CALCUL (m)

LUNGIMEA BOLTII (m)

LUNGIMEA BOLTII (m)

LATIMEA BOLTII (m)

BETON SIMPLU B150 IN BOLTA (mc)

Page 12: piese scrise+tabele

INDICI DE CONSUM PE ML PE POD

48.00 127.00 38.00 6.85 7.00 18.52 5.5356.00 131.00 38.00 7.43 8.16 19.05 5.5359.00 146.00 45.00 7.25 7.51 18.60 5.7269.00 155.00 45.00 7.75 8.77 19.70 5.7271.00 163.00 54.00 8.04 7.93 18.20 6.0483.00 173.00 54.00 8.71 9.27 19.32 6.0481.00 190.00 59.00 8.45 8.14 19.10 6.2593.00 201.00 59.00 9.05 9.35 20.20 6.25

105.00 224.00 73.00 9.04 9.51 20.30 6.51122.00 236.00 73.00 9.68 11.03 21.40 6.51

TABEL RECAPITULATIV AL CANTITATILOR DE LUCRARI - SUPRASTRUCTURI BOLTITE

UMPLUTURA DE BALAST(mc)

COFRAJE (mp)

TENCUIALA (mp) BETON

mc/mlUMPLUTURA DE BALAST mc/ml

COFRAJE mp/ml

TENCUIALA mp/ml

Page 13: piese scrise+tabele

MASURATOAREA CANTITATILOR DE LUCRARI PENTRU PODETE BOLTITE

LUMINA

PC27b2 PD3a PG 4a2m m mc mp mp

6.009.00 47.00 127.00 97.00

10.00 51.00 131.00 105.00

7.009.00 57.00 146.00 112.00

10.00 61.00 155.00 122.00

8.009.00 72.00 163.00 126.00

10.00 78.00 173.00 137.00

9.009.00 84.00 190.00 143.00

10.00 90.00 201.00 155.00

10.009.00 100.00 224.00 166.00

10.00 107.00 236.00 180.00

LATIMEA PLATFORMEI

BETON SIMPLU B150 IN BOLTA SI TIMPANE CU UN DOZAJ DE 20.5 kg/mc CIMENT MARCA 400

COFRAJE PENTRU BOLTI

SI TIMPANE

STRAT SUPORT PENTRU HIDROIZOLATIE DE 2cm

GROSIME

Page 14: piese scrise+tabele

MASURATOAREA CANTITATILOR DE LUCRARI PENTRU PODETE BOLTITE

BINDER

PG 6c1 PG 16a2 DB 22.1 DA 26a1 DA11mp mp t mp mp

97.00 97.00 4.200 54.00 54.00105.00 105.00 4.700 61.00 61.00112.00 112.00 4.800 62.00 62.00122.00 122.00 5.400 70.00 70.00126.00 126.00 5.400 70.00 70.00137.00 137.00 6.100 79.00 79.00143.00 143.00 6.000 78.00 78.00155.00 155.00 6.800 88.00 88.00166.00 166.00 6.700 87.00 87.00180.00 180.00 7.600 98.00 98.00

SAPA HIDROFUGA

SAPA DE PROTECTIE DIN BETON B150 DE 4cm

GROSIME

IMBRACAMINTE DIN BETON ASFALTIC DE

2.5 cm GROSIME

MACADAM 10 cm GROSIME

Page 15: piese scrise+tabele

MASURATOAREA CANTITATILOR DE LUCRARI PENTRU PODETE BOLTITE

PE 2b7 DE 9C PG 3a DE 24 b1mc ml mp mp

48.00 38.00 5.5056.00 14.00 38.00 12.0059.00 45.00 6.5069.00 16.00 45.00 13.0071.00 54.00 7.5083.00 18.00 54.00 15.0081.00 59.00 8.0093.00 20.00 59.00 17.00

105.00 73.00 9.00122.00 22.00 73.00 18.00

UMPLUTURA DE BALAST INTRE

TIMPANE

BORDURI DIN BETON 15x12 cm

TENCUIALA DIN PIATRA ARTIFICIALA

ASFALT TURNAT PE TROTUARE DE

2 cm GROSIME

Page 16: piese scrise+tabele

MASURATOAREA CANTITATILOR DE LUCRARI PENTRU PODETE BOLTITE

PE 5kg

25.0025.0029.0029.0033.0033.0036.0036.0040.0040.00

ARMATURI PENTRU BETON ARMAT DIN

OL38-M2

Page 17: piese scrise+tabele

DEVIZ PE CATEGORII DE LUCRARI podete boltite platforma de 9.00 m

Nr. Crt.

PRET UNITAR

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1 PC 27b2 mc 120.00 18.80 9.20

2 PD30 Cofraje pentru bolti si timpane mp 7.65 6.75

3 PG 4a2 mp 29.80 2.16 0.16

4 PG 6 c1 Sapa hidrofuga mp 4.69 1.49

5 PG 16a2 mp 4.92 1.11 0.39

6 DB 22.1 Binder de criblura STAS 174-53 t 93.30 13.00 20.60

7 DB 26a1 mp 6.48 0.99 1.44

8 DA 11a2 Macadam 10 cm grosime mp 9.34 0.92 1.03

9 PF2 b7 mc 51.70 12.00 2.76

10 DE9c Borduri din beton 15x22 cm ml 21.20 4.83

11 DG 3a Tencuiala din piatra artificiala mp 5.76 0.79

12 DE 24 b1 mp 5.76 4.30 0.80

13 PE 5 kg 3.09 0.36

TOTAL LEI

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Beton simplu B150 in bolta si timpane cu un dozaj de 205

kg/mc ciment marca 400

Strat suport pentru hidroizolatie de 2 cm grosime

Sapa de protectie din beton B150 de 4 cm grosime

Imbracaminte de beton asfaltic fin de 2.5 cm grosime

Umplutura de balast intre timpane

Asfalt turnat pe trotuare de 2 cm grosime

Armaturi pentru beton armat din OL38-M2

Page 18: piese scrise+tabele

DEVIZ PE CATEGORII DE LUCRARI podete boltite platforma de 9.00 m

PRET UNITAR DESCHIDEREA 6.00 m DESCHIDEREA 7.00 m

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PLATFORMA 9.00 m PLATFORMA 9.00 mC

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148.00 47.00 5640.00 883.60 432.40 6956.00 57.00 6840.00 1071.60 524.40

14.40 127.00 971.55 857.25 1828.80 146.00 1116.90 985.50

5.30 97.00 289.06 209.52 15.52 514.10 112.00 333.76 241.92 17.92

6.18 97.00 454.93 144.55 599.46 112.00 525.28 166.88

6.42 97.00 477.24 107.67 37.83 622.74 112.00 551.04 124.32 43.68

126.90 420.00 391.86 54.60 86.52 532.98 4.80 447.84 62.40 98.88

8.91 54.00 349.92 53.46 77.76 481.14 62.00 401.76 61.38 89.28

11.29 54.00 504.36 49.68 55.62 609.66 62.00 579.08 57.04 63.86

66.45 48.00 2481.60 576.00 132.48 3190.08 59.00 3050.30 708.00 162.84

26.03 53.00

0.79 38.00 30.02 30.02 45.00 35.55

10.86 550.00 31.68 23.65 4.40 59.73 6.50 37.44 27.95 5.20

3.45 25.00 77.25 9.00 86.25 29.00 89.61 10.44

11669.45 2998.98 842.53 15510.96 13973.01 3552.98 1006.06

Page 19: piese scrise+tabele

DESCHIDEREA 7.00 m DESCHIDEREA 8.00 m DESCHIDEREA 9.00 mPLATFORMA 9.00 m PLATFORMA 9.00 m PLATFORMA 9.00 m

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PE

RA

8436.00 72.00 8640.00 1353.60 662.40 10656.00 84.00 10080.00 1579.20

2102.40 163.00 1246.95 1100.25 2347.20 190.00 1453.50 1282.50

593.60 126.00 375.48 272.16 20.16 667.80 143.00 426.14 308.88

692.16 126.00 590.94 187.74 778.68 143.00 670.67 213.07

719.04 126.00 619.92 139.86 49.14 808.92 143.00 703.56 158.73

609.12 5.40 503.82 70.20 11.24 686.26 6.00 559.80 78.00

552.42 70.00 453.60 69.30 100.80 623.70 78.00 505.44 77.22

699.98 70.00 653.80 64.40 72.10 790.30 78.00 728.52 71.76

3921.14 71.00 3670.70 852.00 195.96 4718.66 81.00 4187.70 972.00

35.55 54.00 42.66 42.66 59.00 46.61

70.59 7.50 43.20 32.25 6.00 81.45 8.00 46.08 34.40

100.05 33.00 101.97 11.88 113.85 36.00 111.24 12.96

18532.05 16900.38 4196.30 1217.80 22314.48 19472.65 4835.33

Page 20: piese scrise+tabele

DESCHIDEREA 9.00 m DESCHIDEREA 10.00 mPLATFORMA 9.00 m PLATFORMA 9.00 m

UT

ILA

J

TO

TA

L

CA

NT

ITA

TI

MA

TE

RIA

L

MA

NO

PE

RA

UT

ILA

J

TO

TA

L

772.80 12432.00 100.00 12000.00 1880.00 920.00 14800.00

2736.00 224.00 1713.60 1512.00 3225.60

22.88 757.90 166.00 494.68 358.56 26.56 879.80

883.74 166.00 778.54 247.34 1025.88

55.77 918.06 166.00 816.72 184.26 64.74 1065.72

123.60 761.40 67.00 625.11 87.10 138.02 850.23

112.32 694.98 87.00 563.76 86.13 125.28 775.17

80.34 880.62 87.00 812.58 80.04 89.61 982.23

223.56 5383.26 105.00 5428.50 1260.00 289.80 6978.30

46.61 73.00 57.67 57.67

6.40 86.88 9.00 51.84 38.70 7.20 97.74

124.20 40.00 123.60 14.40 138.00

1397.67 25705.65 23408.93 5806.20 1661.21 30876.34

Page 21: piese scrise+tabele

DEVIZ PE CATEGORII DE LUCRARI podete boltite platforma de 9.00 m

Nr. Crt.

PRET UNITAR DESCHIDEREA 6.00 m

MA

TE

RIA

L

MA

NO

PE

RA

UT

ILA

J

TO

TA

L

PLATFORMA 10.00 m

CA

NT

ITA

TI

1 PC 27b2 mc 120.00 18.80 9.20 148.00 51.00

2 PD30 Cofraje pentru bolti si timpane mp 7.65 6.75 14.40 131.00

3 PG 4a2 mp 29.80 2.16 0.16 5.30 105.00

4 PG 6 c1 Sapa hidrofuga mp 4.69 1.49 6.18 105.00

5 PG 16a2 mp 4.92 1.11 0.39 6.42 105.00

6 DB 22.1 Binder de criblura STAS 174-53 t 93.30 13.00 20.60 126.90 4.70

7 DB 26a1 mp 6.48 0.99 1.44 8.91 61.00

8 DA 11a2 Macadam 10 cm grosime mp 9.34 0.92 1.03 11.29 61.00

9 PF2 b7 Umplutura de balast intre timpane mc 51.70 12.00 2.76 66.45 56.00

10 DE9c Borduri din beton 15x22 cm ml 21.20 4.83 26.03 14.00

11 DG 3a Tencuiala din piatra artificiala mp 5.76 0.79 0.79 38.00

12 DE 24 b1 mp 5.76 4.30 0.80 10.86 12.00

13 PE 5 kg 3.09 0.36 3.45 25.00

TOTAL LEI

IND

ICA

TIV

UL

A

RT

ICO

LU

LU

I

DE

NU

MIR

EA

A

RT

ICO

LU

LU

I

UN

ITA

TE

A D

E

MA

SU

RA

Beton simplu B150 in bolta si timpane cu un dozaj de 205 kg/mc

ciment marca 400

Strat suport pentru hidroizolatie de 2 cm grosime

Sapa de protectie din beton B150 de 4 cm grosime

Imbracaminte de beton asfaltic fin de 2.5 cm grosime

Asfalt turnat pe trotuare de 2 cm grosime

Armaturi pentru beton armat din OL38-M2

Page 22: piese scrise+tabele

DEVIZ PE CATEGORII DE LUCRARI podete boltite platforma de 9.00 m

DESCHIDEREA 6.00 m DESCHIDEREA 7.00 m DESCHIDEREA 8.00 mPLATFORMA 10.00 m PLATFORMA 10.00 m PLATFORMA 10.00 m

MA

TE

RIA

L

MA

NO

PE

RA

UT

ILA

J

TO

TA

L

CA

NT

ITA

TI

MA

TE

RIA

L

MA

NO

PE

RA

UT

ILA

J

TO

TA

L

CA

NT

ITA

TI

6120.00 958.80 469.20 7548.00 61.00 7320.00 1146.80 561.20 9028.00 78.00

1002.12 884.25 1886.40 155.00 1185.75 1046.25 2232.00 173.00

312.90 226.80 16.80 556.50 122.00 363.56 263.52 19.52 646.60 137.00

492.45 156.45 648.90 128.00 572.18 181.78 753.96 137.00

516.60 116.55 40.95 674.10 122.00 600.24 135.42 47.58 783.24 137.00

438.51 61.10 96.82 596.43 5.40 503.82 70.20 111.24 685.26 6.10

395.28 60.39 87.84 543.51 70.00 453.60 69.30 100.80 623.70 79.00

569.74 56.12 62.83 688.69 70.00 653.80 64.40 72.10 790.30 79.00

2895.20 672.00 154.56 3721.76 69.00 3567.30 828.00 190.44 4585.74 83.00

296.80 67.62 364.42 16.00 339.20 77.28 416.48 18.00

30.02 30.02 45.00 35.55 35.55 54.00

69.12 51.60 9.60 130.32 13.00 74.88 55.90 10.40 141.18 15.00

77.25 9.00 86.25 29.00 89.61 10.44 100.05 33.00

13.19 3350.70 938.60 17475.30 15723.94 3984.84 1113.28 20822.06

Page 23: piese scrise+tabele

DESCHIDEREA 8.00 m DESCHIDEREA 9.00 m DESCHIDEREA 10.00 mPLATFORMA 10.00 m PLATFORMA 10.00 m PLATFORMA 10.00 m

MA

TE

RIA

L

MA

NO

PE

RA

UT

ILA

J

TO

TA

L

CA

NT

ITA

TI

MA

TE

RIA

L

MA

NO

PE

RA

UT

ILA

J

TO

TA

L

CA

NT

ITA

TI

9360.00 1466.40 717.60 11544.00 90.00 10800.00 1692.00 828.00 13320.00 107.00

1323.45 1167.75 2491.20 201.00 1537.65 1356.75 2894.40 236.00

408.26 295.92 21.92 726.10 155.00 461.90 334.80 24.80 821.50 180.00

642.53 204.13 846.66 155.00 726.95 230.95 957.90 180.00

674.04 152.07 53.43 899.54 155.00 762.60 172.05 60.45 995.10 180.00

569.13 79.30 125.66 774.09 6.80 634.44 88.40 140.08 862.92 7.60

511.92 78.21 113.76 703.89 88.00 570.24 87.12 126.72 784.08 98.00

737.86 72.68 81.37 891.91 88.00 821.92 80.96 90.64 993.52 98.00

4291.10 996.00 229.08 5516.18 93.00 4808.10 1116.00 256.68 6180.78 122.00

381.60 86.94 468.54 20.00 424.00 96.60 520.60 20.00

42.66 42.66 59.00 46.61 46.61 73.00

86.40 64.50 12.00 162.90 17.00 97.92 73.10 13.60 184.62 18.00

101.97 11.88 113.85 36.00 111.24 12.96 124.20 40.00

19088.26 4718.44 1354.82 25161.52 21756.96 5388.30 1540.97 28686.23

Page 24: piese scrise+tabele

DESCHIDEREA 10.00 mPLATFORMA 10.00 m

MA

TE

RIA

L

MA

NO

PE

RA

UT

ILA

J

TO

TA

L12840.00 2011.60 984.40 15836.00

1805.40 1593.00 3398.40

536.40 388.80 28.80 954.00

844.20 268.20 1112.40

885.60 199.80 70.20 1155.60

709.08 98.80 156.56 964.40

635.04 97.02 141.12 873.18

915.32 90.16 100.94 1106.42

6307.40 1464.00 336.72 8108.12

424.00 96.60 520.60

57.67 57.67

103.68 77.40 14.40 195.48

123.60 14.40 138.00

26129.72 6457.45 1833.14 33420.31

Page 25: piese scrise+tabele

EXTRAS DE MATERIALE

U/MLumina 6.00 m Lumina 7.00 m Lumina 8.00 m PLATFORMA PLATFORMA PLATFORMA

9.00 m 10.00 m 9.00 m 10.00 m 9.00 m

A. MATERIALE FRANCO-VAGON STATIA DE DESTINATIE

CIMENT MARCA 300 t 0.14 0.16

CIMENT MARCA 400 t 11.23 12.18 13.52 14.51 16.85

OTEL BETON OL38-M2 kg 25.75 25.75 29.87 29.87 33.99

CRIBLURA 3-8 mm t 1.55 1.75 1.78 2.01 2.02

t 3.10 3.47 3.52 3.98 3.99

CARTON ASFALTAT mp 108.64 117.60 125.44 136.64 141.12

BITUM t 0.79 0.90 0.91 1.04 1.03

LEMNE DE FOC t 0.34 0.37 0.39 0.43 0.44

FILER DE CALCAR t 0.46 0.59 0.53 0.67 0.60

mc 5.56 6.28 6.39 7.21 7.21

t 0.99 1.11 1.13 1.28 1.28

NISIP DE CONCASAJ t 1.270 1.420 1.450 1.640 1.640DULAPI mc 0.047 0.051 0.057 0.061 0.072GRINZI mc 0.047 0.051 0.057 0.061 0.072

SCANDURI mc 1.016 1.048 1.168 1.240 1.304RIGLE mc 0.508 0.524 0.584 0.620 0.652BILE mc 0.047 0.051 0.057 0.061 0.072

ml 14.28 16.32

B. MATERIALE LOCO DEPOZIT-OBIECT

BALAST mc 55.20 64.40 67.85 79.35 81.65NISIP mc 28.68 31.67 35.39 37.54 42.40

PIETRIS mc 36.66 40.41 44.46 48.30 56.16

MARGARITAR mc 3.07 3.39 3.54 3.92 3.99

CUIE-SCOABE kg 23.75 24.75 27.60 29.35 31.65

SARMA kg 2.03 2.08 2.34 2.46 2.62BENZINA GREA l 19.40 21.00 22.40 24.40 25.20

MOTORINA kg 71.37 89.00 82.07 101.02 92.77

DENUMIREA MATERIALULUI

CRIBLURA 8-15 mm si 15-25 mm

PIATRA SPARTA 40-60 mm

SPLIT SIMPLU 15-25 mm

BORDURI DE BETON 15-22 cm

Page 26: piese scrise+tabele

LONGRINE DE LEMNE mc 0.0054 0.0061 0.0062 0.0070 0.0070

Page 27: piese scrise+tabele

EXTRAS DE MATERIALE

Lumina 8.00 m Lumina 9.00 m Lumina 10.00 m PLATFORMA PLATFORMA PLATFORMA

10.00 m 9.00 m 10.00 m 9.00 m 10.00 m

A. MATERIALE FRANCO-VAGON STATIA DE DESTINATIE

0.18 0.20 0.20

18.24 19.57 21.00 23.22 24.89

33.99 37.08 37.08 41.20 41.20

2.27 2.25 2.53 2.50 2.82

4.50 4.43 5.02 4.94 5.61

153.44 160.16 173.60 185.92 201.60

1.16 1.15 1.31 1.31 1.48

0.48 0.50 0.55 0.58 0.63

0.76 0.66 0.85 0.74 0.93

8.94 8.03 9.06 8.96 10.09

1.44 1.42 1.60 1.59 1.79

1.850 1.820 2.060 2.030 2.3000.078 0.084 0.090 0.100 0.1070.078 0.084 0.090 0.100 0.1071.384 1.520 1.608 1.792 1.8880.692 0.760 0.804 0.896 0.9440.078 0.084 0.090 0.100 0.107

1.84 20.40 20.40

B. MATERIALE LOCO DEPOZIT-OBIECT

95.45 93.15 106.95 120.75 140.3046.64 49.13 53.55 58.05 63.0561.65 65.52 71.10 7.00 84.36

4.42 4.52 5.00 5.25 5.78

33.75 36.90 39.15 143.60 46.10

2.75 3.01 3.15 3.51 3.7627.40 28.60 31.00 33.20 36.00

113.90 102.72 128.06 114.74 141.40

Page 28: piese scrise+tabele

0.0078 0.0078 0.0088 0.0087 0.0098

Page 29: piese scrise+tabele

TABEL CU DATE STATICE

LUMINA SAGEATA F

m m m m m t6.00 6.433 1.857 3.714 0.50 1.207.00 7.433 2.145 4.291 0.50 1.208.00 8.476 2.4465 4.893 0.55 1.329.00 9.476 2.7355 5.471 0.55 1.32

10.00 10.526 3.0385 6.077 0.60 1.44

DESCHIDEREA TEORETICA

RAZA AXEI MEDII A BOLTII

GROSIMEA BOLTII d

GREUTATEA PROPRIE PE m DE BOLTA

MASURAT PE AXA BOLTII

Page 30: piese scrise+tabele

TABEL CU DATE STATICE

SARCINA PERMANENTASOLICITARI REZISTENTE

SECTIUNEA DE LA NASTERE

N M N M H V M

t/m tm/m t/m tm/m t/m t/m tm/m kg/cmp kg/cmp8.06 0.1840 8.45 0.065 8.06 11.40 -0.422 2.053 1.1709.67 0.1700 11.30 0.148 9.67 13.73 -0.546 2.342 1.528

11.85 0.1610 13.80 0.285 11.85 17.10 -0.730 2.478 1.84213.60 0.0655 15.80 0.364 13.60 19.83 -0.965 2.600 2.33316.30 0.0445 19.70 0.468 16.30 23.90 -1.340 2.794 2.646

SECTIUNEA DE LA CHEE

SECTIUNEA DE LA SFERT

SECTIUNEA DE LA CHEE

sa su

Page 31: piese scrise+tabele

SARCINA PERMANENTAREZISTENTE

kg/cmp kg/cmp kg/cmp kg/cmp2.034 1.722 1.773 3.7972.604 1.896 2.040 4.6603.074 1.946 2.325 5.2153.593 2.147 2.450 6.2804.067 2.503 2.575 7.045

sa=rezistenta la extrados su=rezistenta de intrados + compresiune

- intindere

SECTIUNEA DE LA SFERT

SECTIUNEA DE LA NASTERE

sa su sa su

Page 32: piese scrise+tabele

LUMINA SAGEATA F

m m m m m

6.00 6.433 1.857 3.714 0.507.00 7.433 2.145 4.291 0.508.00 8.476 2.4465 4.893 0.559.00 9.476 2.7355 5.471 0.55

10.00 10.526 3.0385 6.077 0.60

DESCHIDEREA TEORETICA

RAZA AXEI MEDII A BOLTII

GROSIMEA BOLTII d

Page 33: piese scrise+tabele

SARCINA UTILASOLICITARI

SECTIUNEA DE LA CHEIE SECTIUNEA DE LA SFERT

Moment maxim Moment minim Moment maxim Moment minim

tMa Mu Ma Mu Ma Mu Ma

tm tm tm tm tm tm tm1.20 3.75 10.556 -1.958 -0.448 4.648 10.770 -10.5521.20 6.00 12.900 -2.500 -1.000 5.000 12.000 -13.5001.32 6.70 17.000 -3.300 -1.200 5.200 12.150 -18.1001.32 8.63 18.490 -4.434 -1.714 7.624 17.934 -20.3701.44 12.71 24.120 -4.572 -1.894 13.608 18.220 -23.800

GREUTATEA PROPRIE PE m DE BOLTA

MASURAT PE AXA BOLTII

Page 34: piese scrise+tabele

SARCINA UTILASOLICITARI REZISTENTE

SECTIUNEA DE LA SFERT SECTIUNEA DE LA NASTERE SECTIUNEA DE LA CHEE

Moment minim Moment maxim Moment minim

Mu Ma Mu Ma Mu

tm tm tm tm tm kg/cmp kg/cmp kg/cmp kg/cmp-3.546 10.562 16.938 -13.576 -2.594 2.820 0.522 -0.120 -1.000-5.600 15.300 22.400 -16.300 -10.000 3.440 0.667 -0.267 -1.600-9.250 19.400 27.300 -20.400 -11.900 3.740 0.725 -0.264 -1.470

-10.360 24.820 33.610 -25.828 -17.328 4.075 0.976 -0.378 -1.900-11.770 27.100 35.500 -31.928 -20.196 4.465 0.848 -0.351 -2.360

smax smin

sa su sa su

Page 35: piese scrise+tabele

SARCINA UTILAREZISTENTE

SECTIUNEA DE LA SFERT SECTIUNEA DE LA NASTERE

kg/cmp kg/cmp kg/cmp kg/cmp kg/cmp kg/cmp kg/cmp kg/cmp2.880 2.82 -0.946 -1.24 4.52 3.62 -2.03 -2.823.200 3.60 -1.490 -1.33 6.00 4.35 -2.67 -4.082.670 3.98 -2.030 -1.14 6.00 4.57 -2.62 -4.263.955 4.49 -2.285 -1.68 7.40 5.70 -3.81 -5.483.375 4.41 -2.170 -2.52 6.58 5.91 -3.75 -5.01

smax smin smax smin

sa su sa su sa su sa su

Page 36: piese scrise+tabele

LUMINA SAGEATA F

m m m m m

6.00 6.433 1.857 3.714 0.507.00 7.433 2.145 4.291 0.508.00 8.476 2.4465 4.893 0.559.00 9.476 2.7355 5.471 0.55

10.00 10.526 3.0385 6.077 0.60

DESCHIDEREA TEORETICA

RAZA AXEI MEDII A BOLTII

GROSIMEA BOLTII d

Page 37: piese scrise+tabele

SARCINI PERMANENTE SI UTILEREZISTENTE

SECTIUNEA DE LA CHEE SECTIUNEA DE LA SFERT

tkg/cmp kg/cmp kg/cmp kg/cmp kg/cmp kg/cmp kg/cmp

1.20 4.873 1.692 1.933 0.170 4.914 4.542 1.0881.20 5.782 2.195 2.075 -0.072 5.804 54.960 1.1141.32 6.218 2.567 2.214 0.372 5.744 5.926 1.0441.32 6.675 3.309 2.222 0.433 7.548 6.637 1.3081.44 7.259 3.494 2.443 0.286 7.442 6.913 1.897

GREUTATEA PROPRIE PE m DE BOLTA MASURAT PE

AXA BOLTIIsmax smin smax smin

sa su sa su sa su sa

Page 38: piese scrise+tabele

SARCINI PERMANENTE SI UTILEREZISTENTE

SECTIUNEA DE LA SFERT SECTIUNEA DE LA NASTERE

kg/cmp kg/cmp kg/cmp kg/cmp kg/cmp0.482 6.293 7.417 -0.257 0.9770.566 8.040 9.010 -0.630 0.5800.806 8.325 9.785 -0.295 0.9550.467 9.850 11.980 -1.360 0.800-0.017 9.155 12.955 -1.175 2.035

smin smax smin

su sa su sa su

Page 39: piese scrise+tabele

DEVIZ PE CATEGORII DE LUCRARI podete dalate cu platforma de 9.00 m

Nr. Crt.

PRET UNITAR

MA

TE

RIA

L

MA

NO

PE

RA

UT

ILA

J

1 PC12C1 mc 155.00 14.10 9.20

2 PE 2-2 kg 3.07 0.21

3 PE 2-5 kg 2.70 0.23

4 PE9 t 76.00 4.36

5 PD5/1 mp 8.23 4.93

6 PC1/1 mc 74.40 15.50 6.00

7 PG6b1 mp 7.67 1.29

8 PG16 O2 mp 4.92 1.11 0.39

9 PG4 O2 mp 2.98 2.16 0.16

10 DB26 a1x2 mp 12.96 1.98 2.88

11 DE24 b1 mp 5.76 4.30 0.80

IND

ICA

TIV

UL

A

RT

ICO

LU

LU

I

DE

NU

MIR

EA

A

RT

ICO

LU

LU

I

UN

ITA

TE

A D

E

MA

SU

RA

Beton armat B250 cu un dozaj de 320 kg ciment P400 la mc de

beton in suprastructura

Armaturi din otel beton OL38 M2 pentru betonul armat din

suprastructura

Armaturi din otel beton PC52 pentru betonul armat din

suprastructura

Spor pentru inadirea la cald a armaturii din bare cu %%c mai

mare de 24 mm

Cofraje drepte pentru beton armat in suprastructura

Beton de panta 835 cu un dozaj de 102 kg ciment la mc de beton

Sapa hidrofuga din doua straturi de carton asfaltat intre trei

straturi de bitum

Sapa de protectie din beton B150 de 3 cm grosime

Strat suport pentru hidroizolatie de 2 cm grosime

Imbracaminte de beton asfaltic fin alcatuita din 2 straturi a 2.5

cm grosime

Asfalt turnat pe trotuare de 2 cm grosime

Page 40: piese scrise+tabele

12 PG3 a2 Tencuiala din piatra artificiala mp 5.29 9.00 0.16

13 PG13 mp 2.88 1.05

14 Sipca impregnata 3x5 cm mc 1010.00 199.00

15 AS-PD12 Cofraje TEGO in dala mp 11.84 4.81

TOTAL LEI

Carton asfaltat in 2 straturi la rezemarea dalei pe culei

P130 b2Asim

Page 41: piese scrise+tabele

PRET UNITAR DESCHIDEREA 6.00 m DESCHIDEREA 7.00 m

TO

TA

L

PLATFORMA 9.00 m PLATFORMA 9.00 mC

AN

TIT

AT

I

MA

TE

RIA

L

MA

NO

PE

RA

UT

ILA

J

TO

TA

L

CA

NT

ITA

TI

MA

TE

RIA

L

178.30 24.50 3797.50 345.45 225.40 4368.35 30.00 4650.00

3.28 80.00 245.60 16.80 262.40 85.00 260.95

3.93 2341.00 8661.70 538.43 9200.13 3185.00 11784.50

80.36 2.22 168.72

13.16 21.00 172.83 103.53 276.36 25.00 205.75

95.90 0.70 52.08 10.85 4.20 67.13 1.00 74.40

8.96 66.00 506.22 85.14 591.36 75.00 575.25

6.42 66.00 324.72 73.26 25.74 423.72 75.00 369.00

5.30 66.00 196.68 142.56 10.56 349.80 75.00 223.50

17.82 47.00 609.12 93.06 135.36 837.54 55.00 712.80

10.86 5.50 31.68 23.65 4.40 59.73 6.00 34.56

Page 42: piese scrise+tabele

14.45 15.00 79.35 135.00 2.40 216.75 18.00 95.22

3.93 9.00 25.92 9.45 35.37 9.00 25.92

1209.00 0.03 30.30 5.97 36.27 0.03 30.30

16.65 50.00 592.00 240.50 832.50 60.00 710.40

15325.70 1823.65 408.06 17557.41 19921.27.

Page 43: piese scrise+tabele

DESCHIDEREA 7.00 m DESCHIDEREA 8.00 m DESCHIDEREA 9.00 mPLATFORMA 9.00 m PLATFORMA 9.00 m PLATFORMA 9.00 m

MA

NO

PE

RA

UT

ILA

J

TO

TA

L

CA

NT

ITA

TI

MA

TE

RIA

L

MA

NO

PE

RA

UT

ILA

J

TO

TA

L

CA

NT

ITA

TI

423.00 276.00 5349.00 36.50 5657.50 514.65 335.80 6507.95 45.50

17.85 278.80 108.00 331.56 22.68 354.24 124.00

732.55 12517.05 3775.00 13952.70 867.33 14820.03 4.38

9.68 178.40 2.62 199.12 11.42 210.54 3.19

123.29 329.00 30.00 246.90 147.90 394.80 33.00

15.50 6.00 95.90 130.00 96.72 20.15 7.80 124.07 1.60

96.75 672.00 83.00 636.61 107.07 743.68 93.00

83.25 29.25 481.50 83.00 408.36 92.13 32.37 532.86 93.00

162.00 12.00 397.50 83.00 247.34 198.28 13.28 439.90 93.00

108.90 158.40 980.10 63.00 816.46 124.74 181.44 1122.66 71.00

25.80 4.80 65.16 7.00 40.32 30.10 5.60 76.02 8.00

Page 44: piese scrise+tabele

162.00 2.88 260.10 21.00 111.09 189.00 3.36 303.45 25.00

9.45 35.37 9.00 25.92 9.45 35.37 9.00

5.97 36.27 0.03 30.30 5.97 36.27 0.03

288.60 999.00 70.00 828.80 336.70 1165.50 80.00

2264.55 489.33 22675.15 23629.72 2658.57 579.65 26867.94

Page 45: piese scrise+tabele

DESCHIDEREA 9.00 m DESCHIDEREA 10.00 mPLATFORMA 9.00 m PLATFORMA 9.00 m

MA

TE

RIA

L

MA

NO

PE

RA

UT

ILA

J

TO

TA

L

CA

NT

ITA

TI

MA

TE

RIA

L

MA

NO

PE

RA

UT

ILA

J

TO

TA

L

7052.50 641.55 418.60 8112.65 54.50 8447.50 768.45 501.40 9717.35

380.68 26.04 406.72 134.00 411.38 28.14 439.52

16194.90 1006.17 17201.61 5490.00 20313.00 1262.70 21595.70

242.44 13.91 256.35 4.11 312.36 17.92 330.28

271.59 162.69 434.28 40.00 329.20 197.20 526.40

119.04 24.80 9.60 153.44 2.00 148.80 31.00 12.00 191.80

713.31 119.97 833.28 100.00 767.00 129.00 896.00

497.56 103.23 36.27 597.06 100.00 492.00 111.00 39.00 642.00

277.14 200.88 14.88 492.90 100.00 298.00 216.00 16.00 530.00

920.16 140.58 204.48 1265.22 78.00 1010.88 154.44 224.64 1389.96

46.08 34.40 6.40 86.68 9.00 51.84 38.70 7.20 97.74

Page 46: piese scrise+tabele

132.25 225.00 4.00 361.25 30.00 158.70 270.00 4.80 433.50

25.92 9.45 35.37 9.00 25.92 9.45 35.37

30.30 5.97 36.27 0.03 30.30 5.97 36.27

947.20 384.80 1332.00 90.00 1065.60 432.90 1498.50

27811.07 3099.98 694.23 31605.28 33862.48 3672.87 805.04 38340.39