Management in Constructii Eo FINAL

8/13/2019 Management in Constructii Eo FINAL

1/50

ns= 8

Hmed= 4.148m

L tr= 424 m

Art2 Art3

Dn[mm] Hsap[m] b[m] B1[m] B2[m] A1 [m2] V1 [m

3] V2[sute mc] V3[sute mc]

400 4.928 1.48 6.409 6.109 1.877687 796.139177 43.32369066 31.1379176

800 5.348 2.5 B3[m] B4[m] 0.75 318 21.2 32.3088

1000 5.548 2.7 4.109 1.78 0.81 343.44 22.896 37.183104

1200 5.768 2.92 B5[m] 0.876 371.424 24.7616 42.9366144

3.06 total= 6605.83824 372.1234346 330.393941

Art1 Art2 Art3 Art4 Art5 Art6 0 Art8

Dn[mm] V1 [m3] L2 L3 L4 L5 N[buc] N[buc] N[buc]

400 207.336 - - - 424 8 2 1

800 318 - - 424 - 8 2 1

1000 343.44 - 424 - - 8 2 1

1200 371.424 424 - - - 8 2 1

2484.216 2968 80 160 80

lb= 7.8 hac=

Lb= 16.6

Hb= 3.8

Art1 V1= 61.692 [m3]

Art2 V2= 41.128 [m3]

Art3 S3= 299.28 [m2] 1 TSA01A1 m

3

Art4 M4= 4189.92 [kg] 2 TSC02B1 100m3

Art5 V5= 59.856 [m3] 3 TSC02A1 100m

3

Art6 S6= 383.04 [m2] 4 TSF08F1 m

2

Art7 M7= 5362.56 [kg] 5 TSE02B1 100m2

Art8 V8= 76.608 [m3] 6 TSD01B1 m

3

Art9 S9= 282.4 [m2] 7 TSD04D1 m

3

Art10 V10= 17.6895 [m3] 8 TSD02B1 100m

3

Art11 S11= 185.44 [m2] 9 TSD05B1 100m

3

Art12 G12= 417.995 10 TSD14A1 m3

Art13 G13= 111.046

Simbol

Calculul duratei de executie pt reteaua de canalizare

Antemasura

Antemasuratoarea nr 2

Antemasuratoarea nr 3 Extrase de resurse umane si utilaje

Nr Crt Simbol Articol UM


2/50

4 796.139177

3 318

2 343.44

1 371.424

43.3236907

31.1379176

21.2

32.3088

22.896

37.183104

24.7616

42.9366144

3 4535.104

2 4704.704

1 4891.264

4 6.2752

3 10.62 11.448

1 12.3808

4 207.336

3 318

2 343.44

1 371.424

ACC05D1 4 424 1.14

ACC05F1 3 424 2.07

ACC05G1 2 424 2.35

ACC05H1 1 424 2.86

1641.728

1313.3824

2252.5

1802

2718.9

2175.12

3280.912

2624.7296

78.6340487

67.2085886

41.521896

35.4888

44.843647738.327904

48.4975745

41.4509184

0.9

3

TSD05B1

2

10.38

1

8

Umplutura si

compactare

mecanizata

TSD02B1

100m3

4

6 Montare tubulatura m

7

Umplutura si

compactare

manuala

TSD01B1

m3

40.31

3

TSD04D1

2

0.66

1

3 Sprijinirea malurilor TSF08E1 m2 0.75

5 Asternere pat

conducta ACE08A1 m

3 0.61

4 Nivelarea funduluisantului

TSE02B1 100m2 4.14

2 Sapatura

mecanizata

TSC02B1

100m3

4

4.39

3

TSC02A1

2

1 Indepartare strat

vegetal TSA01A1 m

3 0.52 11

3.72

1

Qi sectNr Crt Denumire activitate

Articol UM Nr sector Nti ri

20

1

3

13

3

20

4

Nti ri til(zile)Nr Crt Denumire activitate

Simbol

Articol UM Qi


3/50

1 ACE08E1 [m3] 61.692 0.85 1 6.554775

2 CA01B1 [m3] 41.128 3.05 3 5.22668333

3 CD08A1 [m2] 299.28 2 20 3.741

4 CC01C1 [kg] 4189.92 0.02 1 10.4748

5 CA02D1 [m3

] 59.856 3.35 4 6.2661756 CB03A1 [m

2] 383.04 0.8 4 9.576

7 CC02A1 [kg] 5362.56 0.048 4 8.04384

8 CA02C1 [m3] 76.608 4.15 4 9.9351

9 IZF05B2 [m2] 282.4 0.26 1 9.178

10 CD04A1 [m3] 17.68954 13.69 1 30.2712185

11 CF11B1 [m2] 185.44 1.32 1 30.5976

t1

t2

t3 t4

t5

t6 t7

t8

1 2 12 22 6 8 11 17 15

2 2 10 22 5 8 9 14 14

3 2 9 21 5 8 8 11 13

4 4 13 0 3 5 4 8 25

5 4 13 0 3 5 4 8 25

6 4 13 0 3 5 4 8 25

7 4 13 0 3 5 4 8 25

8 4 13 0 3 5 4 8 25

9 4 13 0 3 5 4 8 25

10 4 13 0 3 5 4 8 25

tmax -10 -12 32 -3 -1 -8 -1

tmax 0 36 32 0 0 0 0

metoda succesiunii

t1

t2

t3

t4

t5

t6

t7

t8

0 0 34 156 221 258 317 373 471

1 2 46 178 227 266 328 390 486

2 4 56 200 232 274 337 404 500

3 6 65 221 237 282 345 415 513

4 10 78 221 240 287 349 423 538

5 14 91 221 243 292 353 431 5636 18 104 221 246 297 357 439 588

7 22 117 221 249 302 361 447 613

8 26 130 221 252 307 365 455 638

9 30 143 221 255 312 369 463 663

10 34 156 221 258 317 373 471 688

Tencuiala

Cofrare pereti

Armare peretiurnare e on

Hidroizolatie

Asternere strat

balast

Turnare beton

egalizare

Cofrare radier

Armare radier


4/50

1,1 2 1,2 2

0 0 2 24

2,1 12 2,2 10

2 2 14 26

3,1 22 3,2 22

14 14 36 36

4,1 6 4,2 5

36 40 58 61

I 0 5,1 8 5,2 8

0 0 42 46 63 66

6,1 11 6,2 9

50 54 71 74

7,1 17 7,2 14

61 65 80 83

0

2

4

6

10

14

18

22

26

30

34

34

46

56

65

78

91

104

117

130

143

156

156

178

200

221

221

221

221

221

221

221

221

221

22

0

1

2

3

4

5

6

7

8

9

10

11

0 50 100 150 200


5/50

8,1 15 8,2 14

78 82 94 97

1 6 2 5

0 185 6 191

0

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27


6/50

28

29

30

31

32

33

34

35

36

37

38

39

40

41

42

43

44

45

46

47

48

49

50

51

52

53

54

55

56

57

58

59

60

61

62

63

64

65

66

67


7/50

68

69

70

71

72

73

0

0.2

0.4

0.6

0.8

1

1.2

1 2 3

Nr

resurse


8/50

0.4

0.8

1

1.2

Art4 Art5 Art6 Art7 Art8 Art9 Art10

S4[m2] S5[sute m

2] V6 [m

3] V7 [m

3] V8 [m

3] V9 [m

3] V10 [m

3] Vpam

conductaVpam

nisip

- 6.2752 1641.728 1313.382 78.63405 67.20859 672.0859 76.72523 207.336

4535.104 10.6 2252.5 1802 41.5219 35.4888 354.888 269.7371 318

4704.704 11.448 2718.9 2175.12 44.84365 38.3279 383.279 402.9407 343.44

4891.264 12.3808 3280.912 2624.73 48.49757 41.45092 414.5092 580.2346 371.424

14131.072 78.3552 19744.41 15795.53 685.3015 585.7277 5857.277 1789.989 2484.216

Art9 Art10

L9 [m] N[buc]

1.184 8

1.184 8

1.184 8

1.184 8

11.84 80

0.148

C.U. C.T. C.U. C.T. C.U. C.T. C.U. C.T.

6606 0.52 3435.12

373 4.39 1637.47

331 3.72 1231.32

14132 0.75 10599

79 4.14 327.06

19745 0.31 6120.95

15796 0.66 10425.36

686 0.9 617.4

586 10.38 6082.68

5858

30907.49 2868.79 617.4 6082.68

Forta de munca Excavator Buldozer Mai mecanic

toarea nr 1

Qi


9/50

4.7044588 4 1.18

1.8790909 2 0.94

2.0294182 2 1.01

2.1947782 2 1.10

21.2583 21 1.01

22.0533 22 1.00

22.9278 22 1.04

3.247416 3 1.08

5.4855 5 1.105.92434 5 1.18

6.407064 6 1.07

5.26979 5 1.05

8.0825 8 1.01

8.7291 8 1.09

9.44036 8 1.18

4.6476923 4 1.16

8.4392308 8 1.05

9.5807692 9 1.06

11.66 11 1.06

316

ti (zile) ti (zile)

8.5985504

12.751002 13 0.98

0.99

1.00

0.93

9

10

12

8.8856973

9.9514411

11.184485

11.797469

14.240239

17.183777

24.012369

8 1.07

11

14

17

1.07

1.02

1.01

25 0.96

12.679483

13.693841

14.809636

13

14

15

0.98

0.98

0.99

til*

(zile)


10/50

6 1.09

5 1.05

4 0.94

10 1.05

6 1.049 1.06

8 1.01

9 1.10

9 1.02

30 1.01

30 1.02

126

1-2 2-3 3-4 4-5 5-6 6-7 7-8

-10 -12 16 -3 -3 -8 -1

-18 -25 32 -6 -4 -14 -3

-23 -33 27 -11 -7 -21 -5

-32 -20 24 -13 -6 -25 -17

-41 -7 21 -15 -5 -29 -17

-50 6 18 -17 -4 -33 -17

-59 19 15 -19 -3 -37 -17

-68 32 12 -21 -2 -41 -17

-77 45 9 -23 -1 -45 -17

Sincronizare analitica

t1

t2

t3

t4

t5

t6

t7

0 0 2 50 104 110 118 129

1 2 14 72 110 118 129 146

2 4 24 94 115 126 138 160

3 6 33 115 120 134 146 171

4 10 46 0 123 139 150 179

5 14 59 0 126 144 154 1876 18 72 0 129 149 158 195

7 22 85 0 132 154 162 203

8 26 98 0 135 159 166 211

9 30 111 0 138 164 170 219

10 34 124 0 141 169 174 227


11/50

1,3 2 1,4 4 1,5 4

4 47 6 87 10 112

2,3 9 2,4 13 2,5 13

24 49 33 91 46 116

3,3 21

58 58

4,3 5 4,4 3 4,5 3

79 79 84 104 87 129

5,3 8 5,4 5 5,5 5

84 84 92 107 97 132

6,3 8 6,4 4 6,5 4

92 92 100 112 104 137

7,3 11 7,4 8 7,5 8

100 100 111 116 119 141

7

32

237

240

243

246

249

252

255

258

258

266

274

282

287

292

297

302

307

312

317

317

328

337

345

349

353

357

361

365

369

373

373

390

404

415

423

431

439

447

455

463

471

471

486

250 300 350 400 450 50

u u


12/50

8,3 13 8,4 25 8,5 25

111 111 124 124 149 149

3 4 6 9

11 202 27 2125 6

4 10 21 206 7 8

11 196 27 213

50 100 150

Calendar (zile)


13/50


14/50

4 5 6 7 8 9 10 11

Hietograma


15/50

3.3 Art7 Art8

0.04

0.05

0.05

0.06

Art11

G11[tone]

284.061232

587.737145

746.380674

951.65857

4274.20502

C.U. C.T.

0.1 585.8

585.8

Autocisterna


16/50


17/50

t8

146

161

175

188

213

238263

288

313

338

363


18/50

1,6 4 1,7 4 1,8 4

14 137 18 162 22 187

2,6 13 2,7 13 2,8 13

59 141 72 166 85 191

4,6 3 4,7 3 4,8 3

90 154 93 179 98 204

5,6 5 5,7 5 5,8 5

102 157 182 101 207

6,6 4 6,7 4 6,8 4

108 162 112 187 116 212

7,6 8 7,7 8 7,8 8

127 166 135 191 143 216

500

513

538

563

588

613

638

663

688

0 550 600 650 700 750


19/50

8,6 25 8,7 25 8,8 25

174 174 199 199 224 224

8 9 9 9 10 30

36 221 45 230 54 239

200 250


20/50


21/50

12 13 14 15 16 17


22/50


23/50


24/50


25/50

1,9 4 1,10 4

26 212 237

2,9 13 2,10 13

98 216 111 241

4,9 3 4,10 3

111 229 124 254

5,9 5 5,10 5

114 232 127 257

6,9 4 6,10 4

120 237 132 262

7,9 8 7,10 8

151 241 159 266

Series1

Series2

Series3

Series4

Series5

Series6

Series7

Series8

0

1

2

3

4

5

6

7

8

9

10

11

0 50 100


26/50

8,9 25 8,10 25 F 0

249 249 274 274 299 299

11 30

84 269

4

6


27/50


28/50


29/50


30/50


31/50


32/50

150 200 250 300


33/50


34/50


35/50


36/50


37/50


38/50


39/50

350 400

ISV

SMec

Sprijinire

NFS

ASN

MT

UCMan

UCMec


40/50

C.U. C.T.

1 TSA01A1 m3 6606 0.52 3435.12

2 TSC02B1 100m3 1

3 TSC02A1 100m3 331

4 TSF08F1 m2 0 0.75 0

5 TSE02B1 100m2 0 4.14 0

6 TSD01B1 m3 0 0.31 0

7 TSD04D1 m3 0 0.66 0

8 TSD02B1 100m3 0

9 TSD05B1 100m3 0

10 TSD14A1 m3 0

30907.49

trase de resurse umane si utila

Nr Crt imbol Artic UM QiForta de munca


41/50

C.U. C.T. C.U. C.T. C.U. C.T. C.U. C.T.

4.39 4.39

3.72 1231.32

0.9 0

10.38 0

0.1 0

2868.79 0 0 0

Excavator Buldozer Mai mecanic Autocisterna


42/50


43/50


44/50

Nr Crt Denumire 0 Simbol ArtiUM Nr sector Qi /sect

0 0 0 0 0 0 0

1 Indepartar 0 TSA01A1 m3 4 796.13920 0 0 0 0 3 318

0 0 0 0 0 2 343.44

0 0 0 0 0 1 371.424

2 Sapatura m 0 TSC02B1 100m3 4 43.32369

0 0 0 0 0 0 31.13792

0 0 0 0 0 3 21.2

0 0 0 0 0 0 32.3088

0 0 0 TSC02A1 0 2 22.896

0 0 0 0 0 0 37.1831

0 0 0 0 0 1 24.76160 0 0 0 0 0 42.93661

3 Sprijinirea 0 TSF08E1 m2 3 4535.104

0 0 0 0 0 2 4704.704

0 0 0 0 0 1 4891.264

4 Nivelarea f 0 TSE02B1 100m2 4 6.2752

0 0 0 0 0 3 10.6

0 0 0 0 0 2 11.448

0 0 0 0 0 1 12.3808

5 Asternere 0 ACE08A1 m3 4 207.336

0 0 0 0 0 3 3180 0 0 0 0 2 343.44

0 0 0 0 0 1 371.424

6 Montare t 0 ACC05D1 m 4 424

0 0 0 ACC05F1 0 3 424

0 0 0 ACC05G1 0 2 424

0 0 0 ACC05H1 0 1 424

7 Umplutura 0 TSD01B1 m3 4 1641.728

0 0 0 0 0 0 1313.382

0 0 0 0 0 3 2252.5

0 0 0 0 0 0 18020 0 0 TSD04D1 0 2 2718.9

0 0 0 0 0 0 2175.12

0 0 0 0 0 1 3280.912

0 0 0 0 0 0 2624.73

8 Umplutura 0 TSD02B1 100m3 4 78.63405

0 0 0 0 0 0 67.20859

0 0 0 0 0 3 41.5219


45/50

0 0 0 0 0 0 35.4888

0 0 0 TSD05B1 0 2 44.84365

0 0 0 0 0 0 38.3279

0 0 0 0 0 1 48.49757

0 0 0 0 0 0 41.45092


46/50

Nti ri til (zile) til* (zile)

0 0 0 0 0

0.52 11 4.704459 4 1.1761150 0 1.879091 2 0.939545

0 0 2.029418 2 1.014709

0 0 2.194778 2 1.097389

4.39 3 12.751 13 0.980846

0 0 0 0 0

0 0 8.885697 9 0.9873

0 0 0 0 0

3.72 0 9.951441 10 0.995144

0 0 0 0 0

0 0 11.18448 12 0.932040 0 0 0 0

0.75 20 21.2583 21 1.0123

0 0 22.0533 22 1.002423

0 0 22.9278 22 1.042173

4.14 1 3.247416 3 1.082472

0 0 5.4855 5 1.0971

0 0 5.92434 5 1.184868

0 0 6.407064 6 1.067844

0.61 3 5.26979 5 1.053958

0 0 8.0825 8 1.0103130 0 8.7291 8 1.091138

0 0 9.44036 8 1.180045

1.14 13 4.647692 4 1.161923

2.07 0 8.439231 8 1.054904

2.35 0 9.580769 9 1.06453

2.86 0 11.66 11 1.06

0.31 20 8.59855 8 1.074819

0 0 0 0 0

0 0 11.79747 11 1.072497

0 0 0 0 00.66 0 14.24024 14 1.01716

0 0 0 0 0

0 0 17.18378 17 1.01081

0 0 0 0 0

0.9 4 24.01237 25 0.960495

0 0 0 0 0

0 0 12.67948 13 0.975345


47/50

0 0 0 0 0

10.38 0 13.69384 14 0.978132

0 0 0 0 0

0 0 14.80964 15 0.987309

0 0 0 0 0


48/50

Extrase de resurse umane si utilaje

Nr Crt Simbol Arti UM Qi

1 TSA01A1 m3 6606

2 TSC02B1 100m3 373

3 TSC02A1 100m3 331

4 TSF08F1 m2 14132

5 TSE02B1 100m2 79

6 TSD01B1 m3 19745

7 TSD04D1 m3 15796

8 TSD02B1 100m3 686

9 TSD05B1 100m3 586

10 TSD14A1 m3 5858


49/50

Forta de munca Excavator Buldozer Mai mecanic Autocistern

C.U. C.T. C.U. C.T. C.U. C.T. C.U. C.T. C.U.

0.52 3435.12

4.39 1637.47

3.72 1231.32

0.75 10599

4.14 327.06

0.31 6120.95

0.66 10425.36

0.9 617.4

10.38 6082.68

0.1

30907.49 2868.79 617.4 6082.68


50/50

a

C.T.

585.8

585.8

Documents

Management in Constructii Eo FINAL