quantitatif + budget dheure
TRANSCRIPT
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
HA sable 0/4 gravier 4/20 ciment CEM II 32,5
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
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 0,25h
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
acier lt3 20x20h bton 0,15x0,15x1ml
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
sable 0/4 gravier 4/20 ciment CEM II 32,5 HA
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
sable 0/4 gravier 4/20 ciment CEM II 32,5 HA
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
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
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 0,25h
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
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
U m3 m3 kg
acier lt2 20x20h bton 0,15x0,15x1ml
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
acier lt3 20x20h bton 0,15x0,15x1ml
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
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 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
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
m2 m2
32.08 32.08
11/02 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
m3 m3 kg kg/m2 kg/m2
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
sable 0/4 gravier 4/20 ciment CEM II 32,5 HA
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
sable 0/4 gravier 4/20 ciment CEM II 32,5 HA
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
HA sable 0/4 gravier 4/20 ciment CEM II 32,5
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
agglo spciaux sable 0/4 gravier 4/20 ciment CEM II 32,5 HA
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
acier lt2 20x20h bton 0,15x0,15x1ml
ml ml m3
1.33 4.89 0.1076
acier lt3 20x20h bton 0,15x0,15x1ml
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