Quantitatif + Budget Dheure

Dbit des matriauxQuantits Matriaux employs suivant l'ouvrage U de Com m3 m3 m3 m3 m3 kg m3 m3 kg kg/m3 m2 m2 m2 kg/m3 m3 m3 kgNPhases

Dsignation des ouvrages

02/ 02/01 02/02 02/03

Terrassement terre vgtale avec foisonnement terrassement en pleine masse Infrastructure terrassement massif tte de pieux Bton de propret 0,10ht en m3 m3 136.28 134.68

m3 m2 m3

Units

Codes

60.26 115.88 11.59

02/04

sable 0/4 gravier 4/20 ciment CEM II 32,5

Bton de massif 0,30ht02/05 bton

m m3

26.7 8.01

sable 0/4 gravier 4/20 ciment CEM II 32,5 HA

acier coffrage 80x80x30h

m3

8.01

U

27

coffrage

240x80x30h

U

3

coffrage

458x80x30h

U

1

coffrage

03/01

Longrines 20x50 prfabrique acier bton

ml m m3 m3

127.76 63.88 12.776 12.776

HA sable 0/4 gravier 4/20 ciment CEM II 32,5

coffrage

ml

127.76

coffrage

m2

03/02 chanage horizontal acier extrieur : acier bton ml m3 85.18 4.259 HA sable 0/4 gravier 4/20 ciment CEM II 32,5 kg/ml m3 m3 kg

acier coffrage longrine ext m2 ml 25.552 85.18 coffrage m2

intrieur : acier bton

ml m3

42.58 2.129


kg/ml m3 m3 kg

04

Plancher du V.S sur P/H bton dalle de compression ep: 5cm hauteur prise en compte DO 9 cm

m2 m3

276.41 24.877 sable 0/4 gravier 4/20 ciment CEM II 32,5 HA TS m3 m3 kg kg/m2 kg/m2

acier HA acier TS coffrage inclus dans plancher TOTAUX infrastructure: unit

m2 m2

276.41 276.41

SUPERSTRUCTURE05 06 rdc voile en bton arm rdc: nette vpp bton ep : 0,20 m2 m2 m3 187.62 225.89 37.524 sable 0/4 gravier 4/20 ciment CEM II 32,5 coffrage m3 m3 kg m2

coffrage

m2

225.89

acier

m2

187.62

TS

kg/m2

06/01 POTEAU inclus voile: acier p2 0,40x0,20x2,82 cv4 0,47x0,20x2,82 cv3 0,29x0,20x2,82 coffrage inclus voile bton inclus voile 06/02 poutre: acier 2 poutre r2 : 2,22 x 0,20ep x 0,46ht 2 poutre r2a: 0,97 x 0,20ep x 0,46ht 2 poutre r1 :4,26 x 0,20ep x 0,45ht bton retombe r2 :2,22 x 0,20ep x 0,21ret

m3 m3 m3

0.4512 0.5302 0.3271

HA HA HA

kg/m3 kg/m3 kg/m3

m3 m3 m3

0.4085 0.1785 0.7668

HA HA HA

kg/m3 kg/m3 kg/m3

m3

0.1865

sable 0/4 gravier 4/20 ciment CEM II 32,5 sable 0/4 gravier 4/20 ciment CEM II 32,5 sable 0/4 gravier 4/20 ciment CEM II 32,5

m3 m3 kg m3 m3 kg m3 m3 kg

r2a: 0,97 x 0,20ep x 0,21ret

m3

0.0815

r1 :4,26 x 0,20ep x 0,30ret

m3

0.5112

bton de poutre r2 :2,22 x 0,20ep x 0,25h

m3

0.222



r2a: 0,97 x 0,20ep x 0,25h

m3

0.097

r1 :4,26 x 0,20ep x 0,15h

m3

0.2556

coffrage joue + fd de moule 2 U r2 :2,22 x 0,21ret 2 U r2a: 0,97 x 0,21ret 2 U r1 :4,26 x 0,30ret

ml ml ml

4.44 1.94 8.52

coffrage coffrage coffrage

m2 m2 m2

06/03

poteaux: acier 2 Unite p2 :0,40 x 0,20 x 2,82h p1 diam 0,2 :s=0,3142 x 3,31h bton p2 :0,40 x 0,20 x 2,82

m3 m3

0.4512 0.104

HA HA

kg/m3 kg/m3

m3

0.4512

sable 0/4 gravier 4/20 ciment CEM II 32,5 sable 0/4 gravier 4/20 ciment CEM II 32,5

m3 m3 kg m3 m3 kg

p1 :s=0,3142 x 3,31

m3

0.104

coffrage 2 Unite p2:0,20*0,40*2,82 p1 diam:0,2 ; 3,31h

U U

2 1

coffrage coffrage

m2 m2

06/04 chainage inclus dans voile bton: acier cv1 20x20 cv2 20x20 cv4 20x47 06/05 lintaux inclus dans voile bton: acier lt1 20x23h U 3 : lt2 20x20h U 3 : lt4 20x23h lt5 20x23h U 2 : lt6 20x20h U 2 : lt7 20x47h 07 Maonnerie rdc en agglo 20*20*50: agglo creux 20x20x50 mortier 30 litre/m2

ml ml ml

79.67 15.42 5.14

HA HA HA

kg/ml kg/ml kg/ml

ml ml ml ml ml ml

1.33 4.89 8.49 2.33 3.44 2.66

HA HA HA HA HA HA

kg/ml kg/ml kg/ml kg/ml kg/ml kg/ml

m2 m3

62.18 1.8654

agglo sable 3/5 ciment CEM II 32,5

U m3 kg

07/01 cv1 20x20

chanage verticaux: bton 0,15x0,15x1ml ml m3 25.7 0.5654 agglo spciaux sable 0/4 gravier 4/20 ciment CEM II 32,5 HA U m3 m3 kg kg/ml

acier

ml

25.7

cv2 20x20 bton 0,15x0,15x1ml

ml m3

15.42 0.3392

agglo spciaux sable 0/4 gravier 4/20 ciment CEM II 32,5 HA

U m3 m3 kg kg/ml

acier lintaux lt1 20x23h bton 0,15x0,15x1ml

ml

15.42

ml m3

1.33 0.0293

agglo spciaux sable 0/4 gravier 4/20 ciment CEM II 32,5 HA agglo spciaux sable 0/4 gravier 4/20 ciment CEM II 32,5 HA agglo spciaux sable 0/4 gravier 4/20 ciment CEM II 32,5 HA

U m3 m3 kg kg/ml U m3 m3 kg kg/ml U m3 m3 kg kg/ml

acier lt2 20x20h bton 0,15x0,15x1ml

ml ml m3

1.33 4.89 0.1076


ml ml m3

4.89 1.86 0.0409

acier coffrage inclus agglo U plancher haut du rdc: plancher sur prdalles: bton ep : 20

ml

1.86

08

m2 m3

261.89 52.378

sable 0/4 gravier 4/20 ciment CEM II 32,5 HA TS

m3 m3 kg kg/m2 kg/m2

acier HA acier TS coffrage inclus prdalle coffrage de rive

m2 m2

261.89 261.89

ml

80.92

coffrage

m2

08/01 balcon sur prdalles: bton ep : 20

m2 m3

32.08 6.416 sable 0/4 gravier 4/20 m3 m3

ciment CEM II 32,5 acier HA acier TS coffrage inclus prdalle m2 m2 32.08 32.08 HA TS

kg kg/m2 kg/m2

08/02 balcon dalle pleine: bton ep : 25

m2 m3

12.45 3.1125

sable 0/4 gravier 4/20 ciment CEM II 32,5 HA TS coffrage

m3 m3 kg kg/m2 kg/m2 m2

acier HA acier TS coffrage

m2 m2 m2

12.45 12.45 12.45

08/03 garde corp prfa: gc1 15x123ht bton

ml m3

13.36 2.4649


m3 m3 kg kg/m3

acier coffrage

m3 U ml

2.4649 2 6.68

coffrage

m2

gc2 15x60ht bton ml m3 10.62 0.9558 sable 0/4 gravier 4/20 ciment CEM II 32,5 HA m3 m3 kg kg/ml

acier coffrage

m3 U ml ml m3

10.62 1 10.62 11.46 1.7878

coffrage

m2

gc4 15x104ht bton


m3 m3 kg kg/ml

acier coffrage

m3 U

1.7878 2

ml 08/04 chanage horizontale: extrieur: acier bton

5.73

coffrage

m2

ml m3

80.92 4.046

HA sable 0/4 gravier 4/20 ciment CEM II 32,5 inclus plancher

kg/ml m3 m3 kg

coffrage intrieur: acier bton ml m3 49.56 2.478

HA sable 0/4 gravier 4/20 ciment CEM II 32,5 sans objet

kg/ml m3 m3 kg

coffrage inclus dans plancher TOTAUX rdc unit 09 R+1 09/01 voile en bton arm 1IER tage: nette vpp bton ep : 0,20 m2 m2 m3 187.62 225.89 37.524

sable 0/4 gravier 4/20 ciment CEM II 32,5 coffrage TS

m3 m3 kg m2 kg/m2

coffrage acier

m2 m2

225.89 187.62

09/02 POTEAU inclus voile: acier p2 0,40x0,20x2,82ht cv4 0,47x0,20x2,82ht cv3 0,29x0,20x2,82ht coffrage inclus voile bton inclus voile 09/03 poutre:

m3 m3 m3

0.4512 0.5302 0.3271

HA HA HA

kg/m3 kg/m3 kg/m3

acier 2 poutre r2 : 2,22 x 0,20ep x 0,46ht 2 poutre r2a: 0,97 x 0,20ep x 0,46ht 2 poutre r1 :4,26 x 0,20ep x 0,45ht bton retombe r2 :2,22 x 0,20ep x 0,21ret

m3 m3 m3

0.4085 0.1785 0.7668

HA HA HA

kg/m3 kg/m3 kg/m3

m3

0.1865



r2a: 0,97 x 0,20ep x 0,21ret

m3

0.0815

r1 :4,26 x 0,20ep x 0,30ret

m3

0.5112

bton de poutre r2 :2,22 x 0,20ep x 0,25h

m3

0.222



r2a: 0,97 x 0,20ep x 0,25h

m3

0.097

r1 :4,26 x 0,20ep x 0,15h

m3

0.2556

coffrage joue + fd de moule 2 U r2 :2,22 x 0,21ret 2 U r2a: 0,97 x 0,21ret 2 U r1 :4,26 x 0,30ret

ml ml ml

4.44 1.94 8.52

coffrage coffrage coffrage

m2 m2 m2

09/04

poteaux: acier 2 Unite p2 :0,40 x 0,20 x 2,82ht p1 :s=0,3142 x 2,61 bton p2 :0,40 x 0,20 x 2,82

m3 m3

0.4512 0.082

HA HA

kg/m3 kg/m3

m3

0.4512

sable 0/4 gravier 4/20 ciment CEM II 32,5 sable 0/4 gravier 4/20 ciment CEM II 32,5

m3 m3 kg m3 m3 kg

p1 :s=0,3142 x 2,61

m3

0.082

coffrage 2 Unite p2:0,20*0,40*2,82 p1 diam:0,2 ; 2,61h 09/05 chainage inclus dans voile bton: acier cv1 20x20 cv2 20x20 cv4 20x47 09/06 lintaux inclus dans voile bton: acier lt1 20x23h U 3 : lt2 20x20h U 3 : lt4 20x23h lt5 20x23h U 2 : lt6 20x20h U 2 : lt7 20x47h 10 Maonnerie 1IER tage en agglo 20*20*50: agglo creux 20x20x50 mortier 30 litre/m2

U U

2 1

coffrage coffrage

m2 m2

ml ml ml

79.67 15.42 5.14

HA HA HA

kg/ml kg/ml kg/ml

ml ml ml ml ml ml

1.33 4.89 8.49 2.33 3.44 2.66

HA HA HA HA HA HA

kg/ml kg/ml kg/ml kg/ml kg/ml kg/ml

m2 m3

62.18 1.8654

agglo sable 3/5 ciment CEM II 32,5

U m3 kg

10/01 cv1 20x20

chanage verticaux: ml m3 25.7 0.5654 agglo spciaux sable 0/4 gravier 4/20 ciment CEM II 32,5 HA U m3 m3 kg kg/ml

bton 0,15x0,15x1ml

acier

ml

25.7

cv2 20x20 bton 0,15x0,15x1ml

ml m3

15.42 0.3392


U m3 m3 kg kg/ml

acier lintaux lt1 20x23h bton 0,15x0,15x1ml

ml

15.42

ml m3

1.33 0.0293

agglo spciaux sable 0/4 gravier 4/20 ciment CEM II 32,5

U m3 m3 kg


ml ml m3

1.33 4.89 0.1076

HA agglo spciaux sable 0/4 gravier 4/20 ciment CEM II 32,5 HA agglo spciaux sable 0/4 gravier 4/20 ciment CEM II 32,5 HA

kg/ml U m3 m3 kg kg/ml U m3 m3 kg kg/ml


ml ml m3

4.89 1.86 0.0409

acier coffrage inclus agglo U plancher haut du 1IER tage: plancher sur prdalles: bton ep : 20

ml

1.86

11

m2 m3

261.89 52.378



acier HA acier TS coffrage inclus prdalle coffrage de rive 11/01 balcon sur prdalles: bton ep : 20

m2 m2

261.89 261.89

ml m2 m3

80.92 32.08 6.416

coffrage

m2



acier HA acier TS coffrage inclus prdalle

m2 m2

32.08 32.08

11/02 balcon dalle pleine: bton ep : 25

m2 m3

12.45 3.1125



acier HA acier TS

m2 m2

12.45 12.45

coffrage 11/03 garde corp prfa: gc1 15x123ht bton

m2

12.45

coffrage

m2

ml m3

13.36 2.4649


m3 m3 kg kg/m3

acier coffrage

m3 U ml

2.4649 2 6.68

coffrage

m2

gc2 15x60ht bton ml m3 10.62 0.9558 sable 0/4 gravier 4/20 ciment CEM II 32,5 HA m3 m3 kg kg/ml

acier coffrage

m3 U ml ml m3

10.62 1 10.62 11.46 1.7878

coffrage

m2

gc4 15x104ht bton


m3 m3 kg kg/ml

acier coffrage

m3 U ml

1.7878 2 5.73

coffrage

m2

11/04 chanage horizontale: extrieur: acier bton

ml m3

80.92 4.046

HA sable 0/4 gravier 4/20 ciment CEM II 32,5 inclus plancher

kg/ml m3 m3 kg

coffrage intrieur: acier bton

ml m3

49.56 2.478


kg/ml m3 m3 kg

coffrage inclus dans plancher TOTAUX 1ier tage unit R+2 voile bton arm 2ieme tage et Pignon : nette vpp bton ep : 0,20 m2 m2 m3 138.88 164.6 27.776

sans objet

12

sable 0/4 gravier 4/20 ciment CEM II 32,5 coffrage TS

m3 m3 kg m2 kg/m2

coffrage acier

m2 m2

164.6 138.88

12/01 chanage horizontal inclus voile: acier 20x10ht bton inclus voile coffrage inclus voile 12/02 chanage V.inclus voile bton: acier cv1 20x20 bton inclus voile coffrage inclus voile cv2 20x20 bton inclus voile coffrage inclus voile 12/03 lintaux inclus dans voile bton: acier lt1 20x23h U 3 : lt2 20x20h U 3 : lt4 20x23h lt5 20x23h bton inclus voile

ml

48.95

HA

kg/ml

ml

81.85

HA

kg/ml

ml

16.86

HA

kg/ml

ml ml ml ml

1.33 4.89 8.49 1.33

HA HA HA HA

kg/ml kg/ml kg/ml kg/ml

coffrage inclus voile 13/01 maonnerie 2ieme tage agglo 20*20*50: agglo creux 20x20x50 mortier 30 litre/m2 m2 m3 74.45 2.2335 agglo sable 3/5 ciment CEM II 32,5 U m3 kg

13/02 chanage V chanage verticaux: cv1 15x15 bloc en U bton 0,15x0,15x1ml ml m3 42.15 0.9273 agglo spciaux sable 0/4 gravier 4/20 ciment CEM II 32,5 HA U m3 m3 kg kg/ml

acier cv2 15x15 bloc en U bton 0,15x0,15x1ml

ml

25.7

ml m3

16.86 0.3709


U m3 m3 kg kg/ml

acier 13/03 lt1 20x23h bton 0,15x0,15x1ml lintaux

ml

15.42

ml m3

1.33 0.0293

agglo spciaux sable 0/4 gravier 4/20 ciment CEM II 32,5 HA agglo spciaux sable 0/4 gravier 4/20 ciment CEM II 32,5 HA agglo spciaux sable 0/4 gravier 4/20

U m3 m3 kg kg/ml U m3 m3 kg kg/ml U m3 m3


ml ml m3

1.33 4.89 0.1076


ml ml m3

4.89 1.86 0.0409

ciment CEM II 32,5 acier lt8 20x23h bton 0,15x0,15x1ml ml ml m3 1.86 1.3 0.0286 HA agglo spciaux sable 0/4 gravier 4/20 ciment CEM II 32,5 HA

kg kg/ml U m3 m3 kg kg/ml

acier coffrage inclus agglo U chanage rampant: chr1 10x20 acier bton

ml

1.3

14

ml m3

9.62 0.1924

HA sable 0/4 gravier 4/20 ciment CEM II 32,5 coffrage

kg/ml m3 m3 kg m2

coffrage chr2 10x20 acier bton

ml

9.62

ml m3

11.18 0.2236

HA sable 0/4 gravier 4/20 ciment CEM II 32,5 coffrage

kg/ml m3 m3 kg m2

coffrage 15 poteaux: p1 :s=0,3142 x 2,61 bton p1 :s=0,3142 x 2,61

ml

11.18

m3

0.082

HA

kg/m3

m3

0.082

sable 0/4 gravier 4/20 ciment CEM II 32,5

m3 m3 kg

coffrage p1 diam:0,2 ; 2,61h 16 17 console C1 prfa 85x50h p. 20 escalier prfa TOTAUX 2ie tage unit TOTAUX U U U 1 1 2 coffrage prfa prfa m2 U U

unit

Ventilation des matriauxQuantit / U d'Ouv Qu Utile / Ouvrage Qu / Unit + perte Dlais de Com Livraiso Livraiso n au + n au + Tt le: tard le:% de perte

sable

gravier

ciment

136.28 134.68

60.26

0.5 0.75 100

3 3 3

0.515 0.7725 103

5.97 8.95 1193.77

5.97 8.95 1193.77

0.5 0.75 350 80

3 3 3 3

0.515 0.7725 360.5 82.4

4.13 6.19 2887.61 660.02

4.13 6.19 2887.61

0.96

25.92

1.92

5.76

3.228

3.228

120 0.5 0.75 350

3 3 3 3

123.6 0.515 0.7725 360.5

1579.11 6.58 9.87 4605.75 6.58 9.87 4605.75

1

127.76

4 0.5 0.75 350

3 3 3 3

4.12 0.515 0.7725 360.5

350.94 2.19 3.29 1535.37 2.19 3.29 1535.37

0.25

21.295

4 0.5 0.75 350

3 3 3 3

4.12 0.515 0.7725 360.5

175.43 1.10 1.64 767.50 1.10 1.64 767.50

0.5 0.75 350 2 10

3 3 3 3 3

0.515 0.7725 360.5 2.06 10.3

12.81 19.22 8968.12 569.40 2847.02

12.81 19.22 8968.12

32.78 m3

49.16 m3

19958.12 kg

0.5 0.75 350 2

3 3 3

0.515 19.32 0.7725 28.99 360.5 13527.40 451.78

19.32 28.99 13527.40

2

3

2.06

386.50

100 100 100

3 3 3

103 103 103

46.47 54.61 33.69

150 150 150

3 3 3

154.5 154.5 154.5

126.22 55.15 236.94

0.5 0.75 350 0.5 0.75 350 0.5 0.75 350

3 3 3 3 3 3 3 3 3

0.515 0.7725 360.5 0.515 0.7725 360.5 0.515 0.7725 360.5

0.10 0.14 67.23 0.04 0.06 29.37 0.26 0.39 184.29

0.10 0.14 67.23 0.04 0.06 29.37 0.26 0.39 184.29

0.5 0.75 350 0.5 0.75 350 0.5 0.75 350

3 3 3 3 3 3 3 3 3

0.515 0.7725 360.5 0.515 0.7725 360.5 0.515 0.7725 360.5

0.11 0.17 80.03 0.05 0.07 34.97 0.13 0.20 92.14

0.11 0.17 80.03 0.05 0.07 34.97 0.13 0.20 92.14

0.62 0.62 0.8

0 0 0

0.62 0.62 0.8

2.75 1.20 6.82

100 100

3 3

103 103

46.47 10.71

0.5 0.75 350 0.5 0.75 350

3 3 3 3 3 3

0.515 0.7725 360.5 0.515 0.7725 360.5

0.23 0.35 162.66 0.05 0.08 37.49

0.23 0.35 162.66 0.05 0.08 37.49

3.384 2.0797

0 0

3.384 2.0797

6.77 2.08

4 4 4

3 3 3

4.12 4.12 4.12

328.24 63.53 21.18

2 2 2 2 2 2

3 3 3 3 3 3

2.06 2.06 2.06 2.06 2.06 2.06

2.74 10.07 17.49 4.80 7.09 5.48

10 1.2 350

3 3 3

10.3 1.236 360.5

640.45 2.31 672.48 2.31 672.48

5 0.5 0.75 350 4

3 3 3 3 3

5.15 0.515 0.7725 360.5 4.12

132.36 0.29 0.44 203.83 105.88

0.29 0.44 203.83

5 0.5 0.75 350 4

3 3 3 3 3

5.15 0.515 0.7725 360.5 4.12

79.41 0.17 0.26 122.30 63.53

0.17 0.26 122.30

2 0.5 0.75 350 2 2 0.5 0.75 350 2 2 0.5 0.75 350 2

3 3 3 3 3 3 3 3 3 3 3 3 3 3 3

2.06 0.515 0.7725 360.5 2.06 2.06 0.515 0.7725 360.5 2.06 2.06 0.515 0.7725 360.5 2.06

2.74 0.02 0.02 10.55 2.74 10.07 0.06 0.08 38.78 10.07 3.83 0.02 0.03 14.75 3.83

0.02 0.02 10.55

0.06 0.08 38.78

0.02 0.03 14.75

0.5 0.75 350 2 10

3 3 3 3 3

0.515 26.97 0.7725 40.46 360.5 18882.27 2.06 10.3 539.49 2697.47

26.97 40.46 18882.27

0.25

20.23

0.5 0.75

3 3

0.515 0.7725

3.30 4.96

3.30 4.96

350 2 10

3 3 3

360.5 2.06 10.3

2312.97 66.08 330.42

2312.97

0.5 0.75 350 2 10

3 3 3 3 3

0.515 0.7725 360.5 2.06 10.3

1.60 2.40 1122.06 25.65 128.24 12.45

1.60 2.40 1122.06

0.5 0.75 350 90

3 3 3 3

0.515 0.7725 360.5 92.7

1.27 1.90 888.60 228.50

1.27 1.90 888.60

1.24

33.13

0.5 0.75 350 90

3 3 3 3

0.515 0.7725 360.5 92.7

0.49 0.74 344.57 88.60

0.49 0.74 344.57

0.6

12.74

0.5 0.75 350 90

3 3 3 3

0.515 0.7725 360.5 92.7

0.92 1.38 644.49 165.73

0.92 1.38 644.49

1.04

23.84

4 0.5 0.75 350

3 3 3 3

4.12 0.515 0.7725 360.5

333.39 2.08 3.13 1458.58 2.08 3.13 1458.58

4 0.5 0.75 350

3 3 3 3

4.12 0.515 0.7725 360.5

204.19 1.28 1.91 893.32 1.28 1.91 893.32

61.10 m3

88.18 m3

41825.11 kg

0.5 0.75 350 2 2

3 3 3

0.515 19.32 0.7725 28.99 360.5 13527.40 451.78

19.32 28.99 13527.40

3

2.06

386.50

100 100 100

3 3 3

103 103 103

46.47 54.61 33.69

150 150 150

3 3 3

154.5 154.5 154.5

126.22 55.15 236.94

0.5 0.75 350 0.5 0.75 350 0.5 0.75 350

3 3 3 3 3 3 3 3 3

0.515 0.7725 360.5 0.515 0.7725 360.5 0.515 0.7725 360.5

0.10 0.14 67.23 0.04 0.06 29.37 0.26 0.39 184.29

0.10 0.14 67.23 0.04 0.06 29.37 0.26 0.39 184.29

0.5 0.75 350 0.5 0.75 350 0.5 0.75 350

3 3 3 3 3 3 3 3 3

0.515 0.7725 360.5 0.515 0.7725 360.5 0.515 0.7725 360.5

0.11 0.17 80.03 0.05 0.07 34.97 0.13 0.20 92.14

0.11 0.17 80.03 0.05 0.07 34.97 0.13 0.20 92.14

0.62 0.62 0.8

2.75 1.20 6.82

100 100

3 3

103 103

46.47 8.45

0.5 0.75 350 0.5 0.75 350

3 3 3 3 3 3

0.515 0.7725 360.5 0.515 0.7725 360.5

0.23 0.35 162.66 0.04 0.06 29.56

0.23 0.35 162.66 0.04 0.06 29.56

3.384 1.6399

0 0

3.384 1.6399

6.77 1.64

4 4 4

3 3 3

4.12 4.12 4.12

328.24 63.53 21.18

2 2 2 2 2 2

3 3 3 3 3 3

2.06 2.06 2.06 2.06 2.06 2.06

2.74 10.07 17.49 4.80 7.09 5.48

10 1.2 350

3 3 3

10.3 1.236 360.5

640.45 2.31 672.48 2.31 672.48

5 0.5 0.75 350 4

3 3 3 3 3

5.15 0.515 0.7725 360.5 4.12

132.36 0.29 0.44 203.83 105.88

0.29 0.44 203.83

5 0.5 0.75 350 4

3 3 3 3 3

5.15 0.515 0.7725 360.5 4.12

79.41 0.17 0.26 122.30 63.53

0.17 0.26 122.30

2 0.5 0.75 350

3 3 3 3

2.06 0.515 0.7725 360.5

2.74 0.02 0.02 10.55

0.02 0.02 10.55

2 2 0.5 0.75 350 2 2 0.5 0.75 350 2

3 3 3 3 3 3 3 3 3 3 3

2.06 2.06 0.515 0.7725 360.5 2.06 2.06 0.515 0.7725 360.5 2.06

2.74 10.07 0.06 0.08 38.78 10.07 3.83 0.02 0.03 14.75 3.83

0.06 0.08 38.78

0.02 0.03 14.75

0.5 0.75 350 2 10

3 3 3 3 3

0.515 26.97 0.7725 40.46 360.5 18882.27 2.06 10.3 539.49 2697.47

26.97 40.46 18882.27

0.25

20.23

0.5 0.75 350 2 10

3 3 3 3 3

0.515 0.7725 360.5 2.06 10.3

3.30 4.96 2312.97 66.08 330.42

3.30 4.96 2312.97

0.5 0.75 350 2 10

3 3 3 3 3

0.515 0.7725 360.5 2.06 10.3

1.60 2.40 1122.06 25.65 128.24

1.60 2.40 1122.06

12.45

0.5 0.75 350 90

3 3 3 3

0.515 0.7725 360.5 92.7

1.27 1.90 888.60 228.50

1.27 1.90 888.60

1.24

33.13

0.5 0.75 350 90

3 3 3 3

0.515 0.7725 360.5 92.7

0.49 0.74 344.57 88.60

0.49 0.74 344.57

0.6

12.74

0.5 0.75 350 90

3 3 3 3

0.515 0.7725 360.5 92.7

0.92 1.38 644.49 165.73

0.92 1.38 644.49

1.04

23.84

4 0.5 0.75 350

3 3 3 3

4.12 0.515 0.7725 360.5

333.39 2.08 3.13 1458.58 2.08 3.13 1458.58

4 0.5 0.75 350

3 3 3 3

4.12 0.515 0.7725 360.5

204.19 1.28 1.91 893.32 1.28 1.91 893.32

61.08 m3

88.17 m3

41817.18 kg

0.5 0.75 350 2 2

3 3 3

0.515 14.30 0.7725 21.46 360.5 10013.25 329.20

14.30 21.46 10013.25

3

2.06

286.09

4

3

4.12

201.67

4

3

4.12

337.22

4

3

4.12

69.46

2 2 2 2

3 3 3 3

2.06 2.06 2.06 2.06

2.74 10.07 17.49 2.74

10 1.2 350

3 3 3

10.3 1.236 360.5

766.84 2.76 805.18 2.76 805.18

5 0.5 0.75 350 4

3 3 3 3 3

5.15 0.515 0.7725 360.5 4.12

217.07 0.48 0.72 334.29 105.88

0.48 0.72 334.29

5 0.5 0.75 350 4

3 3 3 3 3

5.15 0.515 0.7725 360.5 4.12

86.83 0.19 0.29 133.72 63.53

0.19 0.29 133.72

2 0.5 0.75 350 2 2 0.5 0.75 350 2 2 0.5 0.75

3 3 3 3 3 3 3 3 3 3 3 3 3

2.06 0.515 0.7725 360.5 2.06 2.06 0.515 0.7725 360.5 2.06 2.06 0.515 0.7725

2.74 0.02 0.02 10.55 2.74 10.07 0.06 0.08 38.78 10.07 3.83 0.02 0.03

0.02 0.02 10.55

0.06 0.08 38.78

0.02 0.03

350 2 2 0.5 0.75 350 2

3 3 3 3 3 3 3

360.5 2.06 2.06 0.515 0.7725 360.5 2.06

14.75 3.83 2.68 0.01 0.02 10.31 2.68

14.75

0.01 0.02 10.31

4 0.5 0.75 350 0.1

3 3 3 3

4.12 0.515 0.7725 360.5

39.63 0.10 0.15 69.36 0.96 0.10 0.15 69.36

4 0.5 0.75 350 0.1

3 3 3 3

4.12 0.515 0.7725 360.5

46.06 0.12 0.17 80.61 1.12 0.12 0.17 80.61

100

3

103

8.45

0.5 0.75 350

3 3 3

0.515 0.7725 360.5

0.04 0.06 29.56

0.04 0.06 29.56

1.6399 1 2

0

1.6399

1.64 1 2 18.10 m3 173.05 23.00 m3 248.52 11540.35 kg 115140.76

m3

m3

kg

Matriaux utiliss

acier HA

acier TS

coffrage

agglo creux

agglo spciaux

bton

mortier

11.9377

8.2503

660.02

25.92

5.76

3.23

1579.11 13.15928

127.76

350.94 4.38677

21.30

175.43 2.19287

25.623207

569.40 2847.02 276.41

3334.91

2847.02

460.37 m2

0.00 U

0.00 U

65.55 m3

0.00 m3

38.64972

451.78

386.50

46.47 54.61 33.69

126.22 55.15 236.94

0.1920744

0.0839244

0.526536

0.22866

0.09991

0.263268

2.75 1.20 6.82

46.47 10.71

0.464736

0.10710316

6.77 2.08

328.24 63.53 21.18

2.74 10.07 17.49 4.80 7.09 5.48

640.45 1.921362

132.36 0.582362

105.88

79.41 0.3494172

63.53

2.74 0.0301378

2.74 10.07 0.1108074

10.07 3.83 0.0421476

3.83

53.94934

539.49 2697.47 261.89 20.23

6.60848

66.08 330.42 32.08

3.205875

25.65 128.24 12.45

2.5388676

228.50

33.13

0.984474

88.60

12.74

1.8413928

165.73

23.84

333.39 4.16738

0.00

204.19 2.55234

2908.57

3542.62

867.76 m2

640.45 U

228.41 U

117.58 m3

1.92 m3

38.64972

451.78 386.50

46.47 54.61 33.69

126.22 55.15 236.94

0.1920744

0.0839244

0.526536

0.22866

0.09991

0.263268

2.75 1.20 6.82

46.47 8.45

0.464736

0.08445294

6.77 1.64

328.24 63.53 21.18

2.74 10.07 17.49 4.80 7.09 5.48

640.45 1.921362

132.36 0.582362

105.88

79.41 0.3494172

63.53

2.74 0.0301378

2.74 10.07 0.1108074

10.07 3.83 0.0421476

3.83

53.94934

539.49 2697.47

20.23

6.60848

66.08 330.42

3.205875

25.65 128.24

12.45

2.5388676

228.50

33.13

0.984474

88.60

12.74

1.8413928

165.73

23.84

333.39 4.16738

204.19 2.55234

2906.31

3542.62

573.35 m2

640.45 U

228.41 U

117.56 m3

1.92 m3

28.60928

329.20 286.09

201.67

337.22

69.46

2.74 10.07 17.49 2.74

766.84 2.300505

217.07 0.955119

105.88

86.83 0.3820476

63.53

2.74 0.0301378

2.74 10.07 0.1108074

10.07 3.83 0.0421476

3.83 2.68 0.029458

2.68

39.63 0.198172

9.62

46.06 0.230308

11.18

8.45

0.08445294

1.64

351.64 m2 10074.08 10218.36 2253.13

924.28

286.09

766.84 U 2047.74

323.22 U 780.05

30.67 m3 331.36

2.30 m3 6.14

m2

U

U

m3

m3

Code Dsignation des tches

Unit

Quantit

02/03

Infrastructure

02/04

Massif B.P. Bton de propret

m3

11.94

02/05

Bton de massif 0,30htbton m3 8.25

acier

kg

660.02

coffrage

m

34.91

03/01

Longrines 20x50 prfabrique acier bton kg m3 1579.11 13.16

coffrage

m

127.76

03/02 extrieur

chanage horizontal

acier bton

kg m3

350.94 4.39

coffrage longrine ext

m

21.30

acier bton

kg m3

175.43 2.19

04

Plancher du V.S sur P/H bton m3 25.62

acier Coffrage inclus plancher

kg m

3416.43 xxx

05 06

rdc voile en bton arm rdc:

bton

m3

38.65

coffrage

m

451.78

acier

kg

386.50

06/01 POTEAU inclus voile: acier kg 134.77

coffrage inclus voile bton inclus voile 06/02 poutre:

acier

kg

418.31

bton

m3

1.39

coffrage joue + fd de moule

m

10.77

06/03

poteaux: acier kg 57.18

bton

m3

0.57

coffrage

m

8.85

06/04 chainage inclus dans voile bton: acier kg 412.95

06/05 lintaux inclus dans voile bton: acier kg 47.67

07

Maonnerie rdc en agglo 20*20*50: agglo creux 20x20x50 mortier 30 litre/m2 U m m3 640.45 62.18 1.92

07/01

chanage verticaux: bton m3 0.93

acier

kg

169.41

lintaux bton m3 0.18

acier

kg

16.64

08

plancher haut du rdc: bton m3 53.95

acier

kg

3236.96

coffrage inclus prdalle etaiement et pose coffrage de rive

m m

261.89 20.23

08/01 balcon sur prdalles: bton m3 6.61

acier

kg

396.51

coffrage

m

32.08

08/02 balcon dalle pleine: bton m3 3.21

acier

kg

153.88

coffrage

m

12.45

bton

5.36

Acier

482.83

coffrage

69.71

08/04 chanage horizontale: acier bton kg m3 537.58 6.72

coffrage

m

xxx

bton

m3

38.65

coffrage acier

m kg

451.78 386.50

acier

kg

134.77

coffrage inclus voile bton inclus voile 09/03 poutre:

acier

kg

418.31

bton retombe

m3

0.80

bton de poutre

m3

0.59

coffrage joue + fd de moule

m

10.77

09/04

poteaux: acier kg 54.92

bton

m3

0.55

coffrage

m

8.41

09/05 chainage inclus dans voile bton: acier kg 412.95

09/06 lintaux inclus dans voile bton: acier kg 2.74

agglo creux mortier

U m m3

640.45 62.18 1.92

( C.V. + Lintaux) agglo spciaux bton

U m3 m3

228.41 12.81 1.11

acier

kg

186.06

bton

m3

28.61

coffrage acier

m kg

329.20 286.09

acier

kg

201.67

acier

kg

406.69

acier

kg

33.04

agglo creux mortier

U m m3

766.84 74.45 2.30

agglo creux bton

U m3

217.07 1.34

acier

kg

169.41

Agglo spciaux bton

U m3

19.32 0.21

acier

kg

19.32

acier bton

kg m3

85.70 0.43

coffrage

m

20.80

acier

kg

8.45

bton coffrage

m3 m

0.08 1.64

PREFA

U

2.00

Total R+2 TOTAL :

Temps unitaire

Budget d'heures

Budget intermdiaire

Budget global d'heures

Moyenne heure/m

2.00

23.88 23.8754 0.21

1.30

10.73

0.03

19.80

1.10

38.40

68.92491

2.58

0.03 2.00

47.37 26.32

1.10

140.54 214.23 3.35

0.03 0.90

10.53 3.95

0.80

17.04

#prefa

0.03 0.90

5.26 1.97

21.71

0.85

0.90

23.06

0.03 xxx

102.49 xxx 125.5537143

454.29

voile plancher 0.70 27.05

0.30

135.53

0.03

11.60 174.18

0.03

4.04

4.0432032

0.03

12.55

1.00

1.39

2.00

21.54

35.49

0.03

1.72

3.50

2.00

2.20

19.46

23.18183514

0.03

12.39 12.388428

0.03

1.43

1.430052

1.15 0.02

71.51 0.04 71.54542724 maonnerie

5.00

4.66

0.03

5.08

1.00

0.18

0.03

0.50

10.42

1.60

86.32

0.03

97.11

plancher

0.25 1.00

65.47 20.23 269.13

1.50

9.91

0.03

11.90

1.30

41.70 63.51

1.50

4.81

0.03

4.62

1.30

16.19 25.61

4.00

21.46

0.03

14.48

2.00

139.43

175.37

0.03 1.50

16.13 10.08

26.21

892.51

1.00

38.65 voile

0.40 0.03

180.71 11.59 230.96

0.03

4.04

4.04

0.03

12.55

4.00

3.21

1.60

0.95

2.00

21.54

38.25

0.03

1.65

3.50

1.92

2.20

18.50 22.07

0.03

12.39 12.39

0.03

0.08

0.08

1.15 0.02

71.51 0.04 71.55

maonnerie

0.02 2.50

0.26

0.03

1.00

28.61

0.40 0.03

131.68 8.58 168.87

0.03

6.05

6.05

0.03

12.20

12.20

0.03

0.99

0.99

1.15 0.02

85.62 0.05 85.66

5.00

6.69

0.03

5.08

11.77

1.00

0.21

0.03

0.58

0.79

0.03 0.80

2.57 0.34

2.00

41.60

44.51

0.03

0.25

3.50 2.20

0.30 3.61 4.16

4.00

8.00

8.00

338.85 2578.173041

Rendement = 1/x unitaire

215.23 161.04

81.97

559.83

269.54

Quantitatif + Budget Dheure

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