ATTACHEMENT AGHBALA (1).xls
Transcript of ATTACHEMENT AGHBALA (1).xls
-
7/23/2019 ATTACHEMENT AGHBALA (1).xls
1/45
ESTIMATION :Travaux dExtension des Colleges Sidi Amer
N Dsignation des Ouvrages U uantit!rix Unitaire en Dir"am #$T
!rix Total #$T$En lettres
A% & '(OS&)U*(E
1/ - TERRASSEMENTS
A.01 Fouilles en pleine masse M+ +,-$.. ,,$.. #ADDIN? -/012$..
A.02 Fouilles en tran!"es ou en trous M+ ,.2$.. ,3$.. #ADDIN? 4/-0,$..
A.0 $lus-%alue pour &ouilles 'ans le ro! M+ 53$.. 2.$.. #ADDIN? ,/-,.$..
A.0( M+ 230$.. ,.$..#ADDIN? 1/5,.$..
A.0) M+ 0-3$.. 3.$..#ADDIN? 02/,2.$..
2/ - MA*+NNERIE EN F+NDATI+N
A.0, "ton 'e propret" M+ 05$.. 2..$.. #ADDIN? 5/2..$..
A.0 ros "ton. M+ 03$.. +4.$.. #ADDIN? 5/+..$..
A.0 Maonnerie 'e moellons en &on'atio M+ 3-$.. 04.$.. #ADDIN? 0+/.4.$..
A.03 4!ape "tan!e sur maonnerie. M, 0+2$.. ,-$.. #ADDIN? +/503$..
A.10 5"rissonna6e en pi7rres s"!es. M, -,2$.. ,4$.. #ADDIN? 03/0..$..
A.11 Forme en "ton sur !"rissonna6e. M, -,2$.. 4.$.. #ADDIN? +5/,..$..
A.12 Armature 'e &orme. 6' 053.$.. 00$.. #ADDIN? 03/23.$..
A.1 Tra%ers"e 'e maonnerie. U 2$.. 4.$.. #ADDIN? ,..$..
/ - ET+N ARME EN F+NDATI+N
A.1( M+ 0,+$.. 1..$..#ADDIN? 00./-..$..
A.1) Aier 8 !aute a'!"rene en &on'atio 6' 0,+..$.. 00$.. #ADDIN? 0+4/+..$..
9E :I9+RAMME
(/ - 4ANA9ISATI+NS / REARDS
A.1, 4analisation en $;4 pour "%auation
a/ - 'e & ) M7 3.$.. 0..$.. #ADDIN? 3/...$..
/ - 'e & 200 M7 5$.. 00.$.. #ADDIN? 55.$..
/ - 'e & 00 M7 +.$.. 0,.$.. #ADDIN? +/5..$..
A.1 Re6ar' tue 'e M ,$.. ,4..$.. #ADDIN? 4/...$..
n
Remlaiement ou "%auation 'esterres e"'entaires au '"!ar6espuli>ues
Apport et mise en plae 'esmat"riau s"letionn"s pourremlais
"ton pour A en &on'ations pourtous ou%ra6es.
4on'uite en 'oule parois pourpassa6e 'e @les "letri>ues
Re6ar' 'e ,0,0,0 pour passa6e'e @le "letri>ue
-
7/23/2019 ATTACHEMENT AGHBALA (1).xls
2/45
A.22 $uit per'u 'e 12 M ,$.. 5...$.. #ADDIN? 0,/...$..
)/ - ET+N ARME EN E9E;ATI+N
A.2 M+ +-3$.. 0...$..#ADDIN? +-3/...$..
A.2( Aier 8 !aute a'!"rene en "l"%atio 6' 2102.$.. 0,$.. #ADDIN? 431/53.$..
A.2) $lus %alu pour 'alle inlin"e M, 12+$.. ,.$.. #ADDIN? 03/35.$..
A.2, $lan!er en !our'is
a/ 'e 02)B00) M, 4,.$.. ,1.$.. #ADDIN? 04./3..$..
/ 'e 01,B00( M, 02.$.. ,3.$.. #ADDIN? +1/,..$..
A.2 4ouronnement 'Carot7re M7 04.$.. ,4$.. #ADDIN? +/-4.$..
A.2 Appuis 'e aie M7 0.4$.. ,.$.. #ADDIN? ,/0..$..
A.23 Dallette en .A M, 00.$.. -.$.. #ADDIN? -/-..$..
A.0 M7 0.$.. ,..$..#ADDIN? ,/...$..
,/ MA*+NNERIE EN E9E;ATI+N
A.1 Maonnerie 'e moellon en "l7%ation M+ 0..$.. ,..$.. #ADDIN? ,./...$..
A.2 Maonnerie 'Ca66los reua/ - 'e 020 M, 2,3$.. 1.$.. #ADDIN? +3/4,.$..
/ - 'e 010 M, 44$.. -4$.. #ADDIN? 2/0,4$..
A. Doule loison en a66los reu 'e 0 M, 40.$.. 04.$.. #ADDIN? -5/4..$..
/ - ENDIT
A.( M, 044.$.. ,3$..#ADDIN? 2+/2..$..
A.) M, +0-.$.. ,-$..#ADDIN? 34/41.$..
A., a6uette m"talli>ue 'Can6le U 53$.. ,,$.. #ADDIN? 0/215$..
A. Faon 'Cappuis 'e aies et ouronn M7 ,44$.. ,.$.. #ADDIN? 4/0..$..
A. "ton pour &orme 'e mar!e M7 1.$.. +.$.. #ADDIN? ,/-..$..
A.3 oint 'e 'ilatation M7 4.$.. ,.$.. #ADDIN? 0/...$..
A.(0 4ou%re oint 'e 'ilatation M7 4.$.. 2.$.. #ADDIN? ,/...$..
/ - AMENAEMENTS E=TERIERS
A.(1 D"molition 'e mur 'e lture M7 0..$.. ,.$.. #ADDIN? ,/...$..
A.(2 M7 0,.$.. -..$..
#ADDIN? 32/...$..
A.( Dalla6e en "ton reGu" et sur&a" M, 0.55$.. 14$.. #ADDIN? 0.0/,-.$..
A.(( Tale 'C"l7%e 'e 2(0 0,0 U 2.$.. 02..$.. #ADDIN? 45/...$..
A.() Tale 'e pro&esseur 'e ()0 00 U 2$.. ,...$.. #ADDIN? 3/...$..
A.(, Tale 'e salle 'e pr"paration 'e ) U ,$.. ,+..$.. #ADDIN? 2/5..$..
A/ - R+S-H;RE ,/054/,,4$..% & (E*ETEMENTS
.01 Re%tement 'u sol en 6ranito poli or M, 04,.$.. 1.$.. #ADDIN? 0+5/3..$..
.02 M7 0,..$.. 2.$.. #ADDIN? 23/...$..
"ton pour A en "l"%ation pourtous ou%ra6es.
4onstrution 'e la%ao olleti& en"ton r"%tu 'e 6ranite noir
En'uit et"rieur au mortier @tar'lisse rusti>ue ou t
-
7/23/2019 ATTACHEMENT AGHBALA (1).xls
3/45
.0 M, +3$.. 0+4$..#ADDIN? 4/0+.$..
.0( Re%tement mural en arreau 'e 6 M, 0+.$.. 02.$.. #ADDIN? 03/,..$..
.0) Mar!e et ontre mar!e en 6ra%illo M7 2.$.. +4$.. #ADDIN? 0/2..$..
.0, Ren&ormis en "ton M, 5$.. 3.$.. #ADDIN? 23.$..
/ - RE;ETEMENTS ,0./.0.$..C% & ETANC#EITE
4.01 4!ape 'e lissa6e M,12+$.. 0,$..
#ADDIN? 00/+05$..
4.02 Etan!"it" monoou!e auto-prot"6 M, 12+$.. 3.$.. #ADDIN? -4/22.$..
4.0 Relie& 'C"tan!7it" monoou!e M7 04.$.. +4$.. #ADDIN? 4/,4.$..
4/ - ETAN45EITE 1,/..5$..D % & MENUISE(IE OIS ET META77IUE
1/ - MENISERIE +IS
D.01 $orte 8 lames M, 2-$.. 5..$.. #ADDIN? ,3/,..$..
D.02 $orte 'e plaar' M, ,.$.. 23.$.. #ADDIN? 1/5..$..
D.0 $orte 'e ran6ement en persienne so M, 0.$.. 5,.$.. #ADDIN? 5/,..$..
D.0( Fentre %itr"e M, 0,.$.. 45.$.. #ADDIN? 5-/,..$..
D.0) 4!@ssis %itr"e M, 0$.. 44.$.. #ADDIN? 44.$..
2/ - MENISERIE META99IJE
D.0, $orte m"talli>ue %itr"e M, 02$.. 44.$.. #ADDIN? -/-..$..
D.0 rilles 'e protetion '"orati%es M, -.$.. 4..$.. #ADDIN? +4/...$..
D / - MENISERIE +IS ET META99IJE 042/24.$..E% & !7OME(IE % A!!A(EI7S SANITAI(ES
E.01 4analisations 'e 'istriution en tue poluip" 'e ouleur U 3$.. 2..$.. #ADDIN? +/,..$..
E.03 K-4. 8 lCAn6laise ">uip" 'e ouleur U ,$.. 02..$.. #ADDIN? ,/3..$..
Re%tement 'e sol en arreau 'e6r"s "rame anti'"rapant
-
7/23/2019 ATTACHEMENT AGHBALA (1).xls
4/45
E.10 Etinteur 8 pou're polue la>u"esur murs et pla&on's
sur menuiserie ois
$einture 6l
-
7/23/2019 ATTACHEMENT AGHBALA (1).xls
5/45
.0 ;erre arm" 'e , mm M, 0$.. 05.$.. #ADDIN? 05.$..
/ - $EINTRE/;ITRERIE 34/+3.$..
(ECA!ITU7ATION 'ENE(A7E
A% & '(OS&)U*(E ,/054/,,4$..
% & (E*ETEMENT ,0./.0.$..
C% & ETANC#EITE 1,/..5$..
D % & MENUISE(IE OIS ET META77IUE 042/24.$..
E% & !7OME(IE % A!!A(EI7S SANITAI(ES +4/+1.$..
;% & E7ECT(ICITE%7UST(E(IE 1./2,.$..
'% & !EINTU(E%*IT(E(IE 34/+3.$..
TOTA7 'ENE(A7 #$T ,/3+,/330$..
T$*$A DE ,.< 455/4-5$,.
TOTA7 T$T$C +/+11/24-$,.
(AAIS de 0, < 2.-/1+2$35
TOTA7 T$T$C DE;INITI; ,/110/4,,$+2
Arr=t le montant du >rsent ?ordereau des >rix @ la somme de :
-
7/23/2019 ATTACHEMENT AGHBALA (1).xls
6/45
aBtre douvrage : MEN de ni&MellalMar8" n: .3%$I%,.0,
Entre>rise :ME(OUS T(A*AU
oet : T(A*AU DETENSION DES CO77E'ES SIDI AME( OU#A7I A A'#A7AA8"ite8te :NO(DDINE SAAD
ET : F$A$A$E$T
MINUTE DE MET(E DETAI77E
!rix Dsignation des ouvrages
N?re
Dimensions uantits Unit
uantit
7ong 7arg #%E> G%& !artielles T
A&'(OS )U*(ES
0%& Terrassement.01 ;OUI77ES EN !7EINE MASSE
Axe H&D%H-&00 1 1).,) .) 0.0 3.2
F+I99ES EN $9EINE MASSE
.02 ;OUI77E EN !UITS OU EN (I'O7E TOUS TE((AINS
A&SEME77ES ISO7EES
S0
Joint gauche 1.(0 1.(0 1.0 2.22
Joint droit
Ae A 1 1.(0 1.(0 1.0 .)
Ae -4-D ( 1.(0 1.(0 1.00 .(
S+
oint 6au!e 1 1.,0 1.,0 1.0 (.,1
oint 'roit
Ae 4 1 1.,0 1.,0 1.00 2.),
S2
oint 6au!e 1 1.0 1.0 1.0 ).20
oint 'roit 1 2.20 2.20 1.00 (.(
S4
oint 6au!e 2 1.30 1.30 1.0 1.00
S5
oint 6au!e/ 'roit , 2.20 2.20 1.0 )2.2
S-
oint 6au!e 2.20 2.20 1.0 2,.1(
oint 'roit 2.20 2.20 1.00 1(.)2
S3 J
oint 6au!e 2 2.20 2.20 1.0 1.(2
S1 J
oint 6au!e 2 2.(0 2.(0 1.0 20.(
&T(ANC#E(S C#AINA'ES m ,..$31
Joint gauche
#oriKontal
Aes A / Files O1-,P 1 10.00 0.,0 0.0 (.0
Aes D / Files O1-,P 1 11.00 0.,0 0.0 ).2
*erti8al
Files O1-,P / Aes A 1 ).0 0.,0 0.0 2.(
Files O1-,P / Aes D 1 .0 0.,0 0.0 1.2
Joint droit
#oriKontal
Aes A / Files O-11P 1 .) 0.,0 0.0 (.01
Aes D / Files O-11P 1 ).3) 0.,0 0.0 2.,
*erti8al
Files O-11P / Aes A 1 .0 0.,0 0.0 1.2
Files O-11P / Aes D 1 ,.20 0.,0 0.0 2.3
D&7ON'(INES m ,5$+0
Joint gauche
#oriKontal
7 InL 0Aes / Files O1-2P 1 2.,0 0.() 0.(0 0.(
7 InL ,
m
m
-
7/23/2019 ATTACHEMENT AGHBALA (1).xls
7/45
aBtre douvrage : MEN de ni&MellalMar8" n: .3%$I%,.0,
Entre>rise :ME(OUS T(A*AU
oet : T(A*AU DETENSION DES CO77E'ES SIDI AME( OU#A7I A A'#A7AA8"ite8te :NO(DDINE SAAD
ET : F$A$A$E$T
MINUTE DE MET(E DETAI77E
!rix Dsignation des ouvrages
N?re
Dimensions uantits Unit
uanti
7ong 7arg #%E> G%& !artielles T
Files O-(-)P / Aes OA-DP ,.30 0.() 0.(0 .
Joint droit#oriKontal
Aes / Files O-P 1 2.) 0.() 0.(0 0.(2
Aes / Files O10-11P 1 .00 0.() 0.(0 0.)(
Aes 4 / Files O-11P 1 3.0 0.() 0.(0 1.,
7 InL +
Files O-3-10P / Aes OA-DP 3.0 0.() 0.0 3.2,
MassiL
0.,0 0.,0 0.0 1.,
m ,,$..
F+I99E EN $ITS + EN RI+9E T+S TERRAINS
.0( (em?laiement ou va8uation des terres ex8dentaires aux d8"arges >u?liues
I'em Artile NQA//01 B A//02 (.(
Remlaiement ou "%auation 'es terres e"'entaires au '"!ar6es puli>ues
,% & MAONNE(IE EN ;ONDATION
.0, ton de >ro>ret
& SOUS C#AINA'ES AS
5oriontal 2 2.) 0.)0 0.10 .23
;ertial ( 10.0 0.)0 0.10 2.1,
----------- $1 -2, 0.2) 0.) 0.10 -0.2
C& 7ON'(INES 0.00
9In& et 9Sup 2 Ae 4 /FilesO1-11P 2 23. 0.) 0.10 2.0)
9In& et 9Sup 2 Ae /FilesO1-2 et )- et 10-11P 2 1(., 0.) 0.10 1.0(
9In& et 9Sup 2 Files 1 /AesO-4P 2 .3 0.) 0.10 0.2
9In& et 9sup 1 2 et Files 2--(-)--3et 10 /Ae 1( 10.2 0.) 0.10 ).00
"ton 'e propret"
0 'ros ?ton$
A& SEME77ES ISO7EES
ae DUl 1 S1 1 1.0 1.0 0.)1 0.,
ae DUl , S 1 2.10 2.10 0.) 2.),
ae 4Ul 1/ S 1 1.)0 1.)0 0.(( 0.33
ae 4Ul 11/ S 1 1.)0 1.)0 0.) 0.3
ae 4Ul 2 S) 1 1.0 1.0 0.() 1.(,
ae 4Ul S 1 2.0 2.0 0. 2.01
ae 4Ul (/)//3/10 S ) 2.0 2.0 0.) 1.30
ae 4Ul , S3 1 2.0 2.0 0.)) 2.31
ae Ul 1/ S1 2 1.0 1.0 0.)2 1.,ae Ul 2 S) 1 1.0 1.0 0.() 1.(,
ae Ul , S3 1 2.0 2.0 0.( 2.)(
ae 11 S( 1 1.,0 1.,0 0.), 1.(
ae A S1 2 1.0 1.0 0.() 1.)2
ae A S( 1 1.,0 1.,0 0.( 1.2
ae A S, , 2.10 2.10 0.)0 1.2
ae A S 1 2.10 2.10 0.)) 2.(
MassiL
0.0 0.0 0.0 .)
D"part 'Cesalier 1 2.02 0.)0 0.,0 0.,1
ros "ton.
0 Maonnerie de moellons en Londations
Joint gauche
5oriontal 2 1.(0 0.(0 1.,0 2.))
;ertial 2 10.0 0.(0 1.,0 1.2
Joint gauche
m
m
m
m
-
7/23/2019 ATTACHEMENT AGHBALA (1).xls
8/45
aBtre douvrage : MEN de ni&MellalMar8" n: .3%$I%,.0,
Entre>rise :ME(OUS T(A*AU
oet : T(A*AU DETENSION DES CO77E'ES SIDI AME( OU#A7I A A'#A7AA8"ite8te :NO(DDINE SAAD
ET : F$A$A$E$T
MINUTE DE MET(E DETAI77E
!rix Dsignation des ouvrages
N?re
Dimensions uantits Unit
uantit
7ong 7arg #%E> G%& !artielles T
fl 1/6/7/11 ( 11.00 0.0 ).20
Joint gauche
4!ape "tan!e sur maonnerie. mV
0 #rissonnage en >iPrres s8"es$
Joint gauche
1 1,.) 10.00 1,.)0
Joint droit
1 1.30 10.00 13.00
5"rissonna6e en pi7rres s"!es. mV
1 ;orme en ?ton sur "rissonnage$
I'em Artile NQA//01 B A//02 0.)0
Forme en "ton sur !"rissonna6e. mV
2 Armature de Lorme$
1 100.( 100.(
Armature 'e &orme. :6 0
Traverse de maonnerie$
1 2.00 2.00
Tra%ers"e 'e maonnerie.
+% & ETON A(ME EN ;ONDATION
( ton >our A en Londations >our tous ouvrages$
A& SEME77ES ISO7EES
S1 1 1.0 1.0 0.2) ).(3
S 2 1.)0 1.)0 0.0 1.)
S( 2 1.,0 1.,0 0.0 1.)(
S) 2 1.0 1.0 0.(0 2.)3
S, , 2.10 2.10 0.() 11.31
S , 2.0 2.0 0.)0 1).
S 2 2.10 2.10 0.() .3
S3 2 2.0 2.0 0.)0 ).23
& C#AINA'ES IN; ET SU!
5oriontal ( 2.) 0.(0 0.20 10.)1
;ertial 10.0 0.(0 0.20 ,.31
----------- $1 -)2 0.2) 0.(0 0.20 -1.0(
C& 7ON'(INES
9In& et 9Sup 2 Ae 4 /FilesO1-11P 2 23. 0.2) 0.(0 ).,
9In& et 9Sup 1 Ae /FilesO1-2P 2 .) 0.2) 0.0 0.)
9In& et 9Sup 2 Ae /FilesO)- et 10-11P 2 11.11 0.2) 0.(0 2.22
9In& et 9Sup 2 Files 1 /AesO-4P 2 .3 0.2) 0.(0 0.
9In& et 9sup Files 2--(-)--3et 10 /AesOA-4P 1( 0.2) 0.,0 1,.0
9In& et 9sup 1 Files 2--(-)--3et 10 /AesO4-DP 1( 2.2 0.2) 0.0 2.1
D& AMO(CE !OTEAU
Joint gau8"e
P1 20 0.2) 0.0 2.10 .1)
P2 ) 0.0 0.0 2.10 0.3)
P3 2 0.0 0.) 2.10 0.((
P4 , 0.0 0.(0 2.10 1.)1
P5 , 0.0 0.() 2.10 1.0
"ton pour A en &on'ations pour tous ou%ra6es.
) A8ier @ "aute ad"eren8e en Londations
;oir minute 'e alul 'es aiers en &on'ations
Aier 8 !aute a'!erene en &on'ations :6 3
m
-
7/23/2019 ATTACHEMENT AGHBALA (1).xls
9/45
aBtre douvrage : MEN de ni&MellalMar8" n: .3%$I%,.0,
Entre>rise :ME(OUS T(A*AU
oet : T(A*AU DETENSION DES CO77E'ES SIDI AME( OU#A7I A A'#A7AA8"ite8te :NO(DDINE SAAD
ET : F$A$A$E$T
MINUTE DE MET(E DETAI77E
!rix Dsignation des ouvrages
N?re
Dimensions uantits Unit
uantit
7ong 7arg #%E> G%& !artielles T
a% & de 2.2.$
.00
Re6ar' tues
1 ;osse se>tiue de + M+
1 1.00 1.00
Fosse septi>ue 'e M
2 !uit >erdu de 0, M+
1 1.00 1.00
$uit per'u 'e 12 M
4%& ETON A(ME EN E7E*ATION
ton >our $A en lvation >our tous ouvrages
!#% (DC
A& !OTEAU
Joint gau8"e
P1 0.2) 0.0 .0 2.2
P2 0.0 0.0 .0 1.0
P4 0.0 0.(0 .0 1.
P5 0.0 0.() .0 1.)(Jo nt ro t
P1 12 0.2) 0.0 .10 2.3
P2 2 0.0 0.0 .10 0.),
P3 2 0.0 0.) .10 0.,)
P4 0.0 0.(0 .10 1.12
P5 0.0 0.() .10 1.2,
!#% 0er Etage
Axe A
P1 ) 0.2) 0.0 .00 1.1
P4 , 0.0 0.(0 .00 2.1,
Axe
P1 2 0.2) 0.0 .0 0.)0
P2 0.0 0.0 .0 0.3
P3 1 0.0 0.) .0 0.)Axe C
P1 2 0.2) 0.0 .,0 0.)(
P2 2 0.0 0.0 .,0 0.,)
P3 1 0.0 0.) .,0 0.
P5 , 0.0 0.() .,0 2.32
Axe D
P1 11 0.2) 0.0 .0 .0)
& !OUT(ES
!#% (DC
Horizontal
N1------>N9 1 0.) 0.2) 0.) 2.0
N10 1 1. 0.2) 0.2) 0.11
N11 1 .(0 0.2) 0.20 0.1
N12-N13 1 ,.0 0.2) 0.20 0.(
N14 1 .() 0.2) 0.20 0.1
N15------>N32 2 0.) 0.2) 0.(0 ,.1
-
7/23/2019 ATTACHEMENT AGHBALA (1).xls
10/45
aBtre douvrage : MEN de ni&MellalMar8" n: .3%$I%,.0,
Entre>rise :ME(OUS T(A*AU
oet : T(A*AU DETENSION DES CO77E'ES SIDI AME( OU#A7I A A'#A7AA8"ite8te :NO(DDINE SAAD
ET : F$A$A$E$T
MINUTE DE MET(E DETAI77E
!rix Dsignation des ouvrages
N?re
Dimensions uantits Unit
uantit
7ong 7arg #%E> G%& !artielles T
N39-N40-N42-N43 .0 0.2) 0.(0 2.(
!#% 0er EtageHorizontal
N101------>N109 1 0.) 0.2) 0.(0 .03
N110 1 .) 0.2) 0.0 0.2
N111 1 .(0 0.2) 0.20 0.1
N112-N113 1 ,.0 0.2) 0.20 0.(
N114 1 .() 0.2) 0.20 0.1
N115------>N132 2 0.) 0.2) 0.(0 ,.1
Vertical
N133- N141 2 2.2) 0.2) 0.0 0.(
N134- N135/ N137 - N138 2 .,) 0.2) 0.(0 0.
N136 3 2.2) 0.2) 0.2) 1.2
N en T , .0) 0.) 0.) 12.,N139-N140-N142-N143 .0 0.2) 0.(0 2.(
C& DA77E !7EINE
De ,. 8m
Joint gauche 1 1.,0 .( 0.20 23.,,
Joint droit 1 1.) .( 0.20 2.1
De 0+ 8m
Joint gauche 1 1.,0 2.)0 0.1) ,.,0
Joint droit 1 1.) 2.)0 0.1) ).1,
D& AC(OTE(E
Joint gauche 1 (1.10 0.1 0.() 2.(0
Joint droit 1 ,.0) 0.1 0.() 2.11
"ton pour .A en "l"%ation pour tous ou%ra6es m
( A8ier @ "aute ad"eren8e en lvation
;oir minute 'e alul 'es aiers en "l"%ation
Aier 8 !aute a'!erene en "l"%ation :6 +0
) !lus valu >our dalle in8line
PH Terrasse
1 (.0 12. (.12
$lus %alu pour 'alle inlin"e mV
, !lan8"er en "ourdis
/ 'e 01,B00(
Joint droit 1 1.() 10.0) 1).1
Joint gauche 1 1,.30 10.0 1(.0
-1 2.00 .,( -.2
$lan!er en !our'is / 'e 01,B00( mV
Couronnement da8rotPre
Joint gauche 1 (2.) (2.)
Joint droit 1 .(0 .(0
4ouronnement 'Carot7re Ml
A>>uis de ?aie. .. .. .
Appuis 'e aie Ml
,/ MA*+NNERIE EN E9E;ATI+N
2 Ma8onnerie daglos 8reux
a- 'e 020
-
7/23/2019 ATTACHEMENT AGHBALA (1).xls
11/45
aBtre douvrage : MEN de ni&MellalMar8" n: .3%$I%,.0,
Entre>rise :ME(OUS T(A*AU
oet : T(A*AU DETENSION DES CO77E'ES SIDI AME( OU#A7I A A'#A7AA8"ite8te :NO(DDINE SAAD
ET : F$A$A$E$T
MINUTE DE MET(E DETAI77E
!rix Dsignation des ouvrages
N?re
Dimensions uantits Unit
uant
7ong 7arg #%E> G%& !artielles
Salle 2 / 9aoratoire 2 .) 2.) (3.
9aoratoire /4ouloir 1 (.2 2.) 12.20
Salle 2 /&aa'e 2 11.1) 2.) ,.),
# eduire
----------Porte% -) 1.00 2.20 -11.00
-------&enetre% -1 0.,0 1.00 -0.,0
-1 2.00 1.20 -2.(0
ETA'E
Mur esaliers /&aa'e ( 11. .00 1,.((
Salle 1 et 2/ $reau 2 .00 .00 (.00
Maonnerie 'Ca6los reu a- 'e 020 mV
- 'e 010
(DC
$laar's et la%aos 0.,0 .10 1(.
1 )., 2.0
Maonnerie 'Ca6los reu - 'e 010 mV
dou?le 8loison en agglos 8reux de ./04G./0.
(DC
Mur salle 1 / 6alerie et &aa'e arriere 2 11.20 .,0 0.,(
Mur salle 2 / 6alerie et &aa'e arriere 1 10.11 2.) 2.1
9aoratoire / &aa'e arriere 1 (.2 2.) 12.20
Mur a6e 'Cesalier/ Ran6ement 1 .0 2.10 1.(
# eduire
----------Porte% -1 1.00 2.20 -2.20
-------&enetre% -1 2.00 1.20 -1.20
Etage
Salle 1 et 2 2 .00 .) (,.30
Mur salle 1 / 6alerie et &aa'e arriere 1 .0 .0) 2).2
Mur salle 1-2 et $reau / &aa'e arriere 1 .20 2.)0 .00
# eduire
----------Porte% -2 1.00 2.20 -(.(0
-------&enetre% -12 2.00 1.20 -2.0
'oule loison en a66los reu 'e 01)B010 mV
( Enduit extrieur au mortier ?tard/ lisse/ rustiue ou tRrolien
(DC
;aade >rin8i>ale
$oteau .00 .20 20(.0
Sur 6ar's 6orps 1 .) 1.,0 ).,
Sur Arotere et $outre sup 1 .) 1.0 ),.0
Sur &aa'e 6au!e 1 11.0) .0 31.2
Sur &aa'e 'roite 1 11.0) .0 ,.13
# eduire
----------Porte% - (.10 2.20 -2.0,
-------&enetre% -13 2.00 1.20 -().,0
En'uit et"rieur au mortier @tar' lisse rusti>ue ou tlaLonds
(DC
-
7/23/2019 ATTACHEMENT AGHBALA (1).xls
12/45
aBtre douvrage : MEN de ni&MellalMar8" n: .3%$I%,.0,
Entre>rise :ME(OUS T(A*AU
oet : T(A*AU DETENSION DES CO77E'ES SIDI AME( OU#A7I A A'#A7AA8"ite8te :NO(DDINE SAAD
ET : F$A$A$E$T
MINUTE DE MET(E DETAI77E
!rix Dsignation des ouvrages
N?re
Dimensions uantits Unit
uant
7ong 7arg #%E> G%& !artielles
1 1.,) 1.,0 2.,(
Salle 1 1 .20 .)) 12.0,Salle 2 1 ).(2 .10 103.0
9aoratoire 1 21., .10 ,,.22
alerie au!e X Droite 1 2.)0 .) 3).(
$oteau 1.,0 .) .)2
1 2.(0 .10 .((
Esaliers 1 ,.(( 1.,) 10.,
Sous >laLonds
Salles 1 1 10.,0 .00 (.0
oues $utres .00 1.0 1.20
Salles 2 1 3.1 .00 .,
oues $utres .00 1.0 1.20
9aoratoire 1 ,.(0 (.2 2.3
$reau 1 .) ).(0 (.2)
Ran6ement 1 ,.) 1.,0 10.0
alerie 1 .0 2., .31
1 (.2 1.,0 ,.)
# eduire
----------Porte% -12 1.00 2.20 -2,.(0
-------&enetre% -13 2.00 1.20 -().,0
-1 0.,0 0.0 -0.(2
ETA'E
Salle 1 et 2 2 0.00 .2) 13).00
$reau 1 0 .2) 3.)0
alerie 1 1(.( .(0 (.3,
Mur a6e 'Cesaliers sur &aa'e 1 10.0 .20 (.),
ar'e-orps Esaliers 2 (.3, 1.20 11.30
ar'e-orps 1 2.)) 1.20 3.0,
$oteau 6alerie 3 0.,0 .0 13.3
Sous >laLonds
Salles 1 et 2 2 .00 .00 112.00
oues $utres 2 .00 1.10 1.,0
$reau 1 1(.00 .00 112.00
oues $utres .00 1.10 2,.(0
alerie 1 2.,) 2.2 32.01 .,0 .,) 1.3
oues $utres 10 2.20 0.20 (.(0
# eduire
----------Porte% -( 1.00 2.20 -.0
-------&enetre% -1, 1.) 1.(0 -).()
En'uit int"rieur au mortier 'e iment sur murs et pla&on's mV
, aguette mtalliue dangle
(DC
1 ,0.00 ,0.00
a6uette m"talli>ue 'Can6le
;aon da>>uis de ?aies et 8ouronnements
Joint gauche
R! 2.00 ,.00
"T#$" ( 2 00 00
-
7/23/2019 ATTACHEMENT AGHBALA (1).xls
13/45
aBtre douvrage : MEN de ni&MellalMar8" n: .3%$I%,.0,
Entre>rise :ME(OUS T(A*AU
oet : T(A*AU DETENSION DES CO77E'ES SIDI AME( OU#A7I A A'#A7AA8"ite8te :NO(DDINE SAAD
ET : F$A$A$E$T
MINUTE DE MET(E DETAI77E
!rix Dsignation des ouvrages
N?re
Dimensions uantits Unit
uantits
7ong 7arg #%E> G%& !artielles Tota
2 2.10 (.20
"ton pour &orme 'e mar!e Ml 2
3 Joint de dilatation
Fondations
"ntre chainage% 2 10.0 21.,0
"ntre a'orce% (oteau) ( 1.(0 ).,0
Eleation
"ntre (outre% 1 10.0 10.0
"ntre (oteau) ( .(0 1.,0
PH 1er Etage
"ntre (outre% 1 10.0 10.0
"ntre (oteau) ( .0 1.20
oint 'e 'ilatation Ml -
0 Couvre Joint de dilatation
Terra%%e 1 11.,0 11.,0
!ou*oir R! 1 2.0 2.0
!ou*oir "T#$" 1 2.0 2.0
4ou%re oint 'e 'ilatation Ml 0
/ - AMENAEMENTS E=TERIERS Dallage en ?ton reu et surLa8
!ot+ ,aade (rinci(a*e et arriere 2 ,.1) 1.)0 10.()
!ot+ ,aade droite et gauche 2 11.0) 1.)0 .1)
Dalla6e en "ton reGu" et sur&a" Ml 02
( Ta?le dlPve de ,/2. x ./5.
20 20.00
Tale 'C"l7%e 'e 2(0 0,0 ,
) Ta?le de >roLesseur de 2/4. x ./-.
2 2.00
Tale 'e pro&esseur 'e ()0 00
, Ta?le de salle de >r>aration de +/4. x ./3.
1 1.00
Tale 'e salle 'e pr"paration 'e )0 00
C% & ETANC#EITE
01 C"a>e de lissage
1 ., 12. (2.,2
4!ape 'e lissa6e mV 2,
02 Etan8"it mono8ou8"e auto&>rotge de 2 mm
PH Terrasse
I'em Artile NQ4//01 (2.,2
Etan!"it" monoou!e auto-prot"6"e 'e ( mm mV 2,
0 (elieL dtan8"Pit mono8ou8"e
PH TerrasseJoint gauche 1 (2.) (2.)
Joint droit 1 .(0 .(0
Relie& 'C"tan!7it" monoou!e Ml 3
D % & MENUISE(IE OIS ET META77IUE
0( ;en=tre vitre
(DC
1 2.00 1.20 1.20
1 0.,0 0.0 0.(2
ETA'E
-
7/23/2019 ATTACHEMENT AGHBALA (1).xls
14/45
aBtre douvrage : MEN de ni&MellalMar8" n: .3%$I%,.0,
Entre>rise :ME(OUS T(A*AU
oet : T(A*AU DETENSION DES CO77E'ES SIDI AME( OU#A7I A A'#A7AA8"ite8te :NO(DDINE SAAD
ET : F$A$A$E$T
MINUTE DE MET(E DETAI77E
!rix Dsignation des ouvrages
N?re
Dimensions uantits Unit
uantits
7ong 7arg #%E> G%& !artielles Totales
a/ - de N 25,0 ,0.00
4analisation en pol
-
7/23/2019 ATTACHEMENT AGHBALA (1).xls
15/45
12
aBtre douvrage : MEN de ni&Mellal A!itete N+RDDINE SAAD 7$D du 8adre HaG?&.$0.V,G0. W
ET K.A.A.E.T 7$D de ltrier Ha ou ?&.$.4V,G0
ntreprise MER+S TRA;A 7$D de l>ingle Ha ou ?&.$.4G0.
MINUTE DE CA7CU7 DES ACIE(S EN ;ONDATIONS
E7EMENTS EN ETON A(ME ACIE(S TO(
DESI'NATIONS Dimensions 7ongueurCro8"ets
(e8ouveT5 T3 T0. T0,
es ?arre An8rage
04 A8ier @ "aute ad"eren8e en Londations
A&Semelles Isole. . . . .
. . . . .
S, 0 11 12 1.0 1.2) 0.0 1.)) 0.0. . . . .
. . . . .2 11 12 1.(0 1.) 0.0 1.,) ,.
. . . . .. . . . .
. . . . .. . . . .
. . . . .. . . . .
S- , 13 12 2.20 2.1) 0.0 2.() 23.
. . . . .
. . . . .. . . . .
. . . . .. . . . .
. . . . .. . . . .
. . . . .2 1) 10 2.20 2.1) 0.0 2.() ).1
SE(*ATIONS : 9+NER T+TA9E 0.00 0.00 2,.2 201(.$+IDS / M9 . . . .$+IDS T+TA9 / DIAMETRE. . . . .
T+TA9 0/141$,2
oet : T(A*AU DETENSION DES CO77E'ES SIDI AME(OU#A7I A A'#A7A
Mar8" n 0/.I/2012
Wa ?
N?s
N%E
7&D
-
7/23/2019 ATTACHEMENT AGHBALA (1).xls
16/45
13
aBtre douvrage : MEN de ni&Mellal A!itete N+RDDINE SAAD 7$D du 8adre HaG?&.$0.V,G0. W
ET K.A.A.E.T 7$D de ltrier Ha ou ?&.$.4V,G0.
ntreprise MER+S TRA;A 7$D de l>ingle Ha ou ?&.$.4G0.
MINUTE DE CA7CU7 DES ACIE(S EN ;ONDATIONS
E7EMENTS EN ETON A(ME ACIE(S TO(
DESI'NATIONS Dimensions 7ongueurCro8"ets
(e8ouveT5 T3 T0. T0,
es ?arre An8rage
oet : T(A*AU DETENSION DES CO77E'ES SIDI AME(OU#A7I A A'#A7A
Mar8" n 0/.I/2012
Wa ?
N?s
N%E
7&D
C&C#AINA'E ASint gau8"e
xes HA&D%;iles H0&5
arres Ulantes 2 ( 10 1.,0 0.(0 .00 22.00 1,.00
Epin6les 2 12) 0.(0 0.) 0.1) 0.)0 12).00es H0&5 % Axes HA&D
arres Ulantes 2 ( 10 11.00 0.(0 1.)0 12.30 10.20
Epin6les 2 ( 0.(0 0.) 0.1) 0.)0 (.00int droit
xes HA&D%;iles H-&00
arres Ulantes 2 ( 10 1(.,) 0.(0 .00 1.0) 1((.(0
Epin6les 2 33 0.(0 0.) 0.1) 0.)0 33.00
es H-&00 % Axes HA&D
arres Ulantes 2 ( 10 11.00 0.(0 1.)0 12.30
Epin6les 2 ( 0.(0 0.) 0.1) 0.)0 (.00
SE(*ATIONS : 9+NER T+TA9E 0.00 2.00 (2.,0 0.0
$+IDS / M9 0.222 0.3) 0.,1 0.
$+IDS T+TA9 / DIAMETRE. 0.00 1(,.3( 2,1., 0.0
T+TA9 2.3$+.
C&C#AINA'E #AUTn gau8 e
xes & es &arres an es . . . . .arres an es . . . . .
a res . . . . . .p n6 es . . . . .
es & xes & . . . . .
. . . . .. . . . . .
p n6 es . . . . .
& & . . . . .
. . . . .
4a res 2 33 0.(0 0.20 1.00 0.1) 1.1) 22.0
-
7/23/2019 ATTACHEMENT AGHBALA (1).xls
17/45
14
aBtre douvrage : MEN de ni&Mellal A!itete N+RDDINE SAAD 7$D du 8adre HaG?&.$0.V,G0. W
ET K.A.A.E.T 7$D de ltrier Ha ou ?&.$.4V,G0
ntreprise MER+S TRA;A 7$D de l>ingle Ha ou ?&.$.4G0
MINUTE DE CA7CU7 DES ACIE(S EN ;ONDATIONS
E7EMENTS EN ETON A(ME ACIE(S TO(
DESI'NATIONS Dimensions 7ongueurCro8"ets
(e8ouveT5 T3 T0. T0,
es ?arre An8rage
oet : T(A*AU DETENSION DES CO77E'ES SIDI AME(OU#A7I A A'#A7A
Mar8" n 0/.I/2012
Wa ?
N?s
N%E
7&D
Epin6les 2 33 0.(0 0.) 0.1) 0.)0 33.00
es H-&00 % Axes HA&Darres Ulantes 2 10 11.00 0.(0 1.)0 12.30 .(0
arres Ulantes 2 12 11.00 0.( 1.0 1.2 3.
4a'res 2 ( 0.(0 0.20 1.00 0.1) 1.1) 10.20Epin6les 2 ( 0.(0 0.) 0.1) 0.)0 (.00
SE(*ATIONS : 9+NER T+TA9E 0.00 122.,0 3).10 (0
$+IDS / M9 0.222 0.3) 0.,1 0.
$+IDS T+TA9 / DIAMETRE. 0.00 ((.30 2(. ,2
T+TA9 0/.1.$3,
D&7ON'(INES
or Kon a70 InL et Su>
es / Files O1-2P
arres Ulantes !autes 2 10 (.00 0.(0 0.,0 ).00 0.00
arres Ulantes asses 2 12 (.00 0. 2.1, ,.(3 .
4a'res 2 0 0.2) 0.0 0.30 0.1) 1.0) ,.00Epin6les 2 0 0.0 0.2) 0.1) 0.(0 2(.00
es / Files O1-2P
arres Ulantes !autes 1( 10 2.) 0.(0 0.,0 .) 1).)0
arres Ulantes asses 1( 12 2.) 0. 2.1, ).2( 220.
4a'res 1( 20 0.2) 0.0 0.30 0.1) 1.0) 23(.00
Epin6les 1( 20 0.0 0.2) 0.1) 0.(0 112.00
7, InL et Su>
es A-4 / Files O2P
arres Ulantes !autes 2 10 (.(0 0.) 0.,0 ).) .20
arres Ulantes asses 2 12 (.(0 0.) 2.1, .03 (2.
4a'res 2 2 0.2) 0.(0 1.10 0.1) 1.2) 0.00
Epin6les 2 2 0.(0 0.) 0.1) 0.)0 2.00
es / Files O2-P
arres Ulantes !autes 2 10 .0 0.) 0.,0 (.3 23.,0
e>rage u as %ers e aut et e 6au e %ers a roite
-
7/23/2019 ATTACHEMENT AGHBALA (1).xls
18/45
15
MaBtre douvrage : MEN de ni&Mellal A!itete N+RDDINE SAAD 7$D du 8adre HaG?&.$0.V,G0.
ET K.A.A.E.T 7$D de ltrier Ha ou ?&.$.4V,G
ntreprise MER+S TRA;A 7$D de l>ingle Ha ou ?&.$.4G0
MINUTE DE CA7CU7 DES ACIE(S EN ;ONDATIONS
E7EMENTS EN ETON A(ME ACIE(S TO(
DESI'NATIONS Dimensions 7ongueurCro8"ets
(e8ouveT5 T3 T0. T0
es ?arre An8rage
oet : T(A*AU DETENSION DES CO77E'ES SIDI AME(OU#A7I A A'#A7A
Mar8" n 0/.I/2012
Wa ?
N?s
N%E
7&D
arres Ulantes asses 2 12 .0 0.) 2.1, ,.(3
4a'res 2 2 0.2) 0.(0 1.10 0.1) 1.2) 0.00
Epin6les 2 2 0.(0 0.) 0.1) 0.)0 2.00
es / Files O)-,P
arres Ulantes !autes 2 10 .0 0.) (.2 2).(0arres Ulantes asses 2 12 .0 0.) (.2 2)
4a'res 2 2 0.2) 0.(0 1.10 0.1) 1.2) ,.)0
Epin6les 2 2 0.(0 0.) 0.1) 0.)0 2.00
es 4 / Files O1-,P
arres Ulantes !autes 2 10 1.,0 0.) 2.(0 21.) 123.20
arres Ulantes asses 2 12 1.,0 0.) 2. 22.01 12
4a'res 2 123 0.2) 0.(0 1.10 0.1) 1.2) 22.)0
Epin6les 2 123 0.(0 0.) 0.1) 0.)0 123.00
es 4 / Files O111P
arres Ulantes !autes 2 10 1(.,0 0.) 2.(0 1.) 10).20
arres Ulantes asses 2 12 1(.,0 0.) 2. 1.01 10
4a'res 2 10 0.2) 0.(0 1.10 0.1) 1.2) 2).)0
Epin6les 2 10 0.(0 0.) 0.1) 0.)0 10.00
7+ InL et Su>
es 4 / Files O111P
arres Ulantes !autes 12 10 .)0 0.0 1.20 10.)0 .00
arres Ulantes asses 12 12 .)0 0.0 1.(( 10.( ,
arres Ulantes 'es oues 12 2 10 .)0 0.00 1.20 3.0 22.0
4a'res 12 ,2 0.2) 0.,0 1.)0 0.1) 1.,) ###
Epin6les 12 ,2 0.,0 0.)) 0.1) 0.0 )20.0
SE(*ATIONS : 9+NER T+TA9E 0.00 ).30 ### 332
$+IDS / M9 0.222 0.3) 0.,1 0.
$+IDS T+TA9 / DIAMETRE. 0.00 12,. ,31.,0 1
T+TA9 ,/311$55
-
7/23/2019 ATTACHEMENT AGHBALA (1).xls
19/45
16
aBtre douvrage : MEN de ni&Mellal A!itete N+RDDINE SAAD 7$D du 8adre HaG?&.$0.V,G0. W
ET K.A.A.E.T 7$D de ltrier Ha ou ?&.$.4V,G0.
ntreprise MER+S TRA;A 7$D de l>ingle Ha ou ?&.$.4G0.
MINUTE DE CA7CU7 DES ACIE(S EN ;ONDATIONS
E7EMENTS EN ETON A(ME ACIE(S TO(
DESI'NATIONS Dimensions 7ongueurCro8"ets
(e8ouveT5 T3 T0. T0,
es ?arre An8rage
oet : T(A*AU DETENSION DES CO77E'ES SIDI AME(OU#A7I A A'#A7A
Mar8" n 0/.I/2012
Wa ?
N?s
N%E
7&D
E-AM+R4ES $+TEA=
arres Filantes 20 , 12 1.0 0.,, 0.30 ., (0.2
4a'res 20 1 0.0 0.2) 0.30 0.1) 1.0) ,)1.00
Etr 20 1 0.2) 0.(0 0.1) 0.)) (1.00
arres Filantes ) 12 1.0 0.,, 0.30 ., 1(.(
4a'res 1 ) 1 0.0 0.0 1.00 0.1) 1.1) 1.2)4a res 2 ) 1 0.0 0.0 1.00 0.1) 1.1) 1.2)
arres Fi antes 2 1( 1.0 0. 1.0) .,2a res . . . . . .
r . . . . .
arres an es . . . .4a res 1 , 1 0.(0 0.0 1.20 0.1) 1.) 2)1.10
r . . . . .r . . . . .
arres an es . . . .
a res . . . . . .r . . . . .r . . . . .
SE(*ATIONS : 9+NER T+TA9E 0.00 2().0 0.00 ).,$+IDS / M9 0.222 0.3) 0.,1 0.$+IDS T+TA9 / DIAMETRE. 0.00 112(.03 0.00 (.
T+TA9 ,/+.0$03
RECAPITULATION
SE(*ATIONS : 9+NER T+TA9E 0.00 0.0 ### 3)2.
$+IDS / M9 0.222 0.3) 0.,1 0.
$+IDS T+TA9 / DIAMETRE. 0.00 02.0 ### )10.0
T+TA9 3/541$,0
-
7/23/2019 ATTACHEMENT AGHBALA (1).xls
20/45
21
aBtre douvrage : MEN de ni&Mellal A8"ite8tes :NO(DDINE SAAD 7$D du 8adre HaG?&.$0.V,G0. W 0
7$D de ltrier Ha ou ?&.$.4V,G0.
$E$T : F$A$A$E$T7$D de l>ingle Ha ou ?&.$.4G0. (
Mar8" n :.3%$I%,.0, Entre>rise :Merous Travaux
MINUTE DE CA7CU7 DES ACIE(S EN E7E*ATION
E7EMENTS EN ETON A(ME ACIE(S TO(
DESI'NATIONSDimensionsongueu
ro8"et(e8ouv
T5 T3 T0. T0,?arres n8rag
2( Aier 8 !aut a'!erene en "le%ation
A&!OTEAU
!# (DCJoint gau8"e!0
arres en attentes , 12 .0 0.30 (.20 201.,0
4a'res ( 0.0 0.2) 0.30 0.1) 1.0) 2).,0
Etr ( 0.2) 0.(0 0.1) 0.)) 1(3.,0
!,arres en attentes 12 .0 0.30 (.20 100.0
2 4a'res , ( 0.0 0.0 1.00 0.1) 1.1) 2(.,0
!2arres en attentes 10 1( .0 1.0) (.)
4a'res 1 0.) 0.0 1.10 0.1) 1.2) 1.)
Etr 1 , 0.0 0.)0 0.1) 0.,) 1((.0
Etr 2 0.) 0.,0 0.1) 0.) .2)
!4arres en attentes 10 1, .0 1.20 (.)0
4a'res 1 0.() 0.0 1.0 0.1) 1.() 1,0.3)
Etr 1 , 0.0 0.)0 0.1) 0.,) 1((.0
Etr 2 0.() 0.0 0.1) 0.3) 10).()
Joint droit!0
arres en attentes 12 , 12 .) 0.30 (.,) (.0
4a'res 12 0.0 0.2) 0.30 0.1) 1.0) (,,.20
Etr 12 0.2) 0.(0 0.1) 0.)) 2((.20
!,arres en attentes 2 12 .) 0.30 (.,) (.(0
oet : T(A*AU DETENSION DES CO77E'ES SIDI AME(U#A7I A A'#A7A
Wa ?
N?s
N%E
7&D
-
7/23/2019 ATTACHEMENT AGHBALA (1).xls
21/45
22
aBtre douvrage : MEN de ni&Mellal A8"ite8tes :NO(DDINE SAAD 7$D du 8adre HaG?&.$0.V,G0. W 0
7$D de ltrier Ha ou ?&.$.4V,G0.
$E$T : F$A$A$E$T7$D de l>ingle Ha ou ?&.$.4G0. (
Mar8" n :.3%$I%,.0, Entre>rise :Merous Travaux
MINUTE DE CA7CU7 DES ACIE(S EN E7E*ATION
E7EMENTS EN ETON A(ME ACIE(S TO(
DESI'NATIONSDimensionsongueu
ro8"et(e8ouv
T5 T3 T0. T0,?arres n8rag
oet : T(A*AU DETENSION DES CO77E'ES SIDI AME(U#A7I A A'#A7A
Wa ?
N?s
N%E
7&D
2 4a'res ( 0.0 0.0 1.00 0.1) 1.1) 10.20
!+
arres Filantes 2 1( .) 1.0) (.04a'res 2 0.) 0.0 1.10 0.1) 1.2) 32.)0
Etr ( 0.0 0.)0 0.1) 0.,) 3,.20
!2arres Filantes 10 1( .) 1.0) (.0
4a'res 1 (0 0.) 0.0 1.10 0.1) 1.2) 1)0.00
Etr 1 , (0 0.0 0.)0 0.1) 0.,) 1),.00
Etr 2 (0 0.) 0.,0 0.1) 0.) 30.00
!4arres Filantes 10 1, .) 1.20 (.3)
4a'res 1 (0 0.() 0.0 1.0 0.1) 1.() 1(.00
Etr 1 , (0 0.0 0.)0 0.1) 0.,) 1),.00
Etr 2 (0 0.() 0.0 0.1) 0.3) 11(.00
!# 0E( ETA'EAxe A
!0arres en attentes ) , 12 2.0 0.30 .,0 10.00
4a'res ) 0 0.0 0.2) 0.30 0.1) 1.0) 1).)0
Etr ) 0 0.2) 0.(0 0.1) 0.)) 2.)0
arres en attentes , 10 1( .0 1.0) (.)
4a'res 1 , 0.) 0.0 1.10 0.1) 1.2) 2.)0Etr 1 12 0.0 0.)0 0.1) 0.,) 2.,0
Etr 2 , 0.) 0.,0 0.1) 0.) 1,,.)0Axe
arres en attentes 2 , 12 .) 0.30 (.,) )).0
4a'res 2 0.0 0.2) 0.30 0.1) 1.0) .0
-
7/23/2019 ATTACHEMENT AGHBALA (1).xls
22/45
23
aBtre douvrage : MEN de ni&Mellal A8"ite8tes :NO(DDINE SAAD 7$D du 8adre HaG?&.$0.V,G0. W
7$D de ltrier Ha ou ?&.$.4V,G0.
$E$T : F$A$A$E$T7$D de l>ingle Ha ou ?&.$.4G0.
Mar8" n :.3%$I%,.0, Entre>rise :Merous Travaux
MINUTE DE CA7CU7 DES ACIE(S EN E7E*ATION
E7EMENTS EN ETON A(ME ACIE(S TO(
DESI'NATIONSDimensionsongueu
ro8"et(e8ouv
T5 T3 T0. T0,?arres n8rag
oet : T(A*AU DETENSION DES CO77E'ES SIDI AME(U#A7I A A'#A7A
Wa ?
N?s
N%E
7&D
Etr 2 0.2) 0.(0 0.1) 0.)) (0.0
arres en attentes 12 .) 0.30 (.,) 111.,02 4a res , 0.0 0.0 1.00 0.1) 1.1) 2)).0
arres Fi antes 1 1( .) 1.0) (.04a res 1 0.) 0.0 1.10 0.1) 1.2) (,.2)
Etr 2 0.0 0.)0 0.1) 0.,) (.10xe
arres en attentes 2 , 12 .) 0.30 (.,) )).04a res 2 0.0 0.2) 0.30 0.1) 1.0) .0
Etr 2 0.2) 0.(0 0.1) 0.)) (0.0
arres en attentes 2 12 .) 0.30 (.,) (.(0
2 4a'res ( 0.0 0.0 1.00 0.1) 1.1) 10.20
arres Filantes 1 1( .) 1.0) (.04a'res 1 0.) 0.0 1.10 0.1) 1.2) (,.2)
Etr 2 0.0 0.)0 0.1) 0.,) (.10
arres Filantes , 10 1, .) 1.20 (.3)a res . . . . . .
r . . . . .r . . . . .
xe
arres en a en es . . . .
4a'res 11 0.0 0.2) 0.30 0.1) 1.0) (2.)
Etr 11 0.2) 0.(0 0.1) 0.)) 22.) 9+NER T+TA9E . . . .
$+IDS / M9 . . . .$+IDS T+TA9 / DIAMETR . . . .
-
7/23/2019 ATTACHEMENT AGHBALA (1).xls
23/45
24
aBtre douvrage : MEN de ni&Mellal A8"ite8tes :NO(DDINE SAAD 7$D du 8adre HaG?&.$0.V,G0. W
7$D de ltrier Ha ou ?&.$.4V,G0.
$E$T : F$A$A$E$T7$D de l>ingle Ha ou ?&.$.4G0.
Mar8" n :.3%$I%,.0, Entre>rise :Merous Travaux
MINUTE DE CA7CU7 DES ACIE(S EN E7E*ATION
E7EMENTS EN ETON A(ME ACIE(S TO(
DESI'NATIONSDimensionsongueu
ro8"et(e8ouv
T5 T3 T0. T0,?arres n8rag
oet : T(A*AU DETENSION DES CO77E'ES SIDI AME(U#A7I A A'#A7A
Wa ?
N?s
N%E
7&D
T+TA9 4/55-$.+
&!outres
p ra6e u aut %ers e as et u 6au e %ers a roite#or Konta
N0arres Fi antes Rep re 1 1, 1.)2 0.(, 1.3arres Fi antes Rep re ( 1 12 (.1( (.1( 12.(2arres Fi antes Rep re ) 1 12 (.,0 0.0 (.30 1(.0arres Fi antes Rep re , 1 12 1.( 1.( ).22
4a res Rep re 2 1 , , 1.0 0.1 1.3 )0.0(Etr Rep re 1 1 , , 0. 0. 1.10 3.,0
N,arres Fi antes Rep re , 1 12 (.30 0.(, )., 1,.0arres Fi antes Rep re 1 .,( .,( 10.32arres Fi antes Rep re 1 12 (.2 0.0 (.,2 1.,
4a res Rep re 3 1 2 , 0.3 0.1 1.2( (.2
ETR Rep re 10 1 2 , 1.1 0. 1.)0 (2.00N+arres Fi antes Rep re 11 1 .)3 0.(, (.0) 12.1)arres Fi antes Rep re 12 1 12 (.) (.) 1.0)arres Fi antes Rep re 1 1 12 (.2 0.0 (.) 1.1
4a res Rep re 1( 1 2 , 1.1 0.1 1.( (1.((Etr Rep re 1) 1 2 , 0.3 0. 1.2, ).2
N2arres Fi antes Rep re 1, 1 .)3 0.(, (.0) 12.1)arres Fi antes Rep re 1 1 12 (.)1 (.)1 1.)arres Fi antes Rep re 1 1 12 (.1 0.0 (.,1 1.
4a res Rep re 13 1 2 , 1.1 0.1 1.( (1.((Etr Rep re 20 1 2 , 0.3 0. 1.2, ).2
N4arres an es ep re . . . .
-
7/23/2019 ATTACHEMENT AGHBALA (1).xls
24/45
25
aBtre douvrage : MEN de ni&Mellal A8"ite8tes :NO(DDINE SAAD 7$D du 8adre HaG?&.$0.V,G0. W
7$D de ltrier Ha ou ?&.$.4V,G0.
$E$T : F$A$A$E$T7$D de l>ingle Ha ou ?&.$.4G0.
Mar8" n :.3%$I%,.0, Entre>rise :Merous Travaux
MINUTE DE CA7CU7 DES ACIE(S EN E7E*ATION
E7EMENTS EN ETON A(ME ACIE(S TO(
DESI'NATIONSDimensionsongue
ro8"et(e8ouv
T5 T3 T0. T0,?arres n8rag
oet : T(A*AU DETENSION DES CO77E'ES SIDI AME(U#A7I A A'#A7A
Wa ?
N?s
N%E
7&D
arres Fi antes Rep re 22 1 12 2.32 2.32 .,arres Fi antes Rep re 2 1 12 (.0 0.0 (.,0 1.0arres Fi antes Rep re 2( 1 12 (.2 0.0 (.) 1.(
4a res Rep re 2) 1 2 , 1.1 0.1 1.( (1.((Etr Rep re 2, 1 2 , 0.3 0. 1.2, ).2
N5arres Filantes Rep7re 1 1 12 2.32 0.(, . 10.1(arres Fi antes Rep re 2 1 .,3 .,3 11.0arres Fi antes Rep re 1 12 (.) 0.0 (. 1(.,1
4a res Rep re ( 1 2 , 0.) 0.1 0.3 2(.32Etr Rep re ) 1 2 , 1.1 0. 1.)0 (2.00
N-arres Fi antes Rep re , 1 .)3 0.(, (.0) 12.1)arres Fi antes Rep re 1 12 (.1 (.1 1(.(arres Fi antes Rep re 1 12 (.2, 0.0 (.), 1.,
4a res Rep re 3 1 2 , 1.1 0.1 1.( (1.((Etr Rep re 10 1 2 , 0.) 0. 0.31 2).(
N3
arres Fi antes Rep re 11 1 .)3 0.(, (.0) 12.1)arres Fi antes Rep re 12 1 12 (.0 (.0 12.30arres Fi antes Rep re 1 1 12 (.2 0.0 (.,2 1.,
4a res Rep re 1( 1 2 , 1.1 0.1 1.( (1.((Etr Rep re 1) 1 2 , 0.) 0. 0.31 2).(
N1arres Fi antes Rep re 1, 1 12 2.3 0.(, .( 10.23arres Fi antes Rep re 1 1 12 (.(0 (.(0 1.20
arres an es ep re . . . .arres Fi antes Rep re 13 1 12 (.3 0.0 (.,3 1(.0
. . . .EtrRep re 21 1 23 , 0.) 0. 0.31 2,.3
arres Fi antes Rep re 1 1 12 2.12 0.(, 2.) .(arres Fi antes Rep re 2 1 2.03 2.03 ,.2arres Fi antes Rep re 1 12 2.,) 0.0 2.3) .)
-
7/23/2019 ATTACHEMENT AGHBALA (1).xls
25/45
26
aBtre douvrage : MEN de ni&Mellal A8"ite8tes :NO(DDINE SAAD 7$D du 8adre HaG?&.$0.V,G0. W
7$D de ltrier Ha ou ?&.$.4V,G0.
$E$T : F$A$A$E$T7$D de l>ingle Ha ou ?&.$.4G0.
Mar8" n :.3%$I%,.0, Entre>rise :Merous Travaux
MINUTE DE CA7CU7 DES ACIE(S EN E7E*ATION
E7EMENTS EN ETON A(ME ACIE(S TO(
DESI'NATIONSDimensionsongue
ro8"et(e8ouv
T5 T3 T0. T0,?arres n8rag
oet : T(A*AU DETENSION DES CO77E'ES SIDI AME(U#A7I A A'#A7A
Wa ?
N?s
N%E
7&D
4a res Rep re ( 1 2 , 0.3 0.1 1.2 ).(Etr Rep re ) 1 2 , 0. 0. 1.10 0.0
arres Fi antes Rep re , 1 1, .,( 0.(, (.10arres an es ep re . . .arres an es ep re . . . .
. . .arres Fi antes Rep re 10 1 1, (.31 0.0 ).21
4a res Rep re 11 1 2 0. 0.1 1.1 .0(arres Fi antes Rep re 12 1 0.3 0.0 1.13 .)
Etr Rep re 1 1 2 0., 0. 1.00 2.00arres Fi antes Rep re 12 1 0.,3 0.0 0.33 2.3
N0,arres Fi antes Rep re 1 1 1, .,1 0.(, (.0arres Fi antes Rep re 2 1 (.3 (.3 1.1arres Fi antes Rep re 1 1, ).)2 0.0 ).2
4a res Rep re ( 1 2 0. 0.1 1.1 .0(Etr Rep re ) 1 2 0., 0. 1.00 2.00
arres Fi antes Rep re , 1 1, ,.(2 0.(, ,.arres Fi antes Rep re 1 1, .,1 .,1arres Filantes Rep7re 1 (.3 0.0 (.,3 1(.0arres Fi antes Rep re 3 1 1, ).)2 0.0 ).2
a res ep re . . . .Etr ep re 11 1 0., 0.1 0.3 ,.2,
N02arres Fi antes Rep re 1 1 12 .3) 0.(, (.(1 1.2arres Fi antes Rep re 2 1 12 .3) .3) 11.)
4a res Rep re 1 2 , 0. 0.1 1.1 .0(Etr Rep re ( 1 2 , 0.( 0. 0., 21.2
N04arres Fi antes Rep re 1 1 12 .1) 0.(, .,1 10.arres Fi antes Rep re 2 1 (.1( (.1( 12.(2
arres an es ep re . . . .
-
7/23/2019 ATTACHEMENT AGHBALA (1).xls
26/45
27
aBtre douvrage : MEN de ni&Mellal A8"ite8tes :NO(DDINE SAAD 7$D du 8adre HaG?&.$0.V,G0. W
7$D de ltrier Ha ou ?&.$.4V,G0.
$E$T : F$A$A$E$T7$D de l>ingle Ha ou ?&.$.4G0.
Mar8" n :.3%$I%,.0, Entre>rise :Merous Travaux
MINUTE DE CA7CU7 DES ACIE(S EN E7E*ATION
E7EMENTS EN ETON A(ME ACIE(S TO(
DESI'NATIONSDimensionsongue
ro8"et(e8ouv
T5 T3 T0. T0,?arres n8rag
oet : T(A*AU DETENSION DES CO77E'ES SIDI AME(U#A7I A A'#A7A
Wa ?
N?s
N%E
7&D
4a res Rep re ( 1 2 , 0., 0.1 0.3( 2,.2Etr Rep re ) 1 2 , 1.2 0. 1.,0 ((.0
N05
arres Fi antes Rep re , 1 12 ).12 0.(, ).) 1,.(arres Fi antes Rep re 1 .,( .,( 10.32arres Fi antes Rep re 1 12 (.( 0.0 (.,( 1.32
4a res Rep re 3 1 2, , 0., 0.0 0.3 2(.1
Etr ep7re 10 1 2, , 1.2 0.1 1.) (1.0N0-
arres Fi antes Rep re 11 1 .)3 0.(, (.0) 12.1)arres Filantes Rep7re 12 1 12 (. (. 1.11arres Fi antes Rep re 1 1 12 (.23 0.0 (.)3 1.
4a res Rep re 1( 1 2, , 1.2 0.0 1.) (0.2Etr ep re 1) 1 2, , 0., 0.1 0.3( 2(.((
N03arres Fi antes Rep re 1, 1 .)3 0.(, (.0) 12.1)arres Fi antes Rep re 1 1 12 (.)( (.)( 1.,2arres Fi antes Rep re 1 1 12 (. 0.0 (., 1.3
4a'res Rep7re 13 1 2, , 1.2 0.0 1.) (0.2Etr ep re 20 1 2, , 0., 0.1 0.3( 2(.((N01
arres Fi antes Rep re 21 1 .)3 0.(, (.0) 12.1)arres Fi antes Rep re 22 1 12 2.32 2.32 .,arres Fi antes Rep re 2 1 12 (.1) 0.0 (.() 1.)arres Fi antes Rep re 2( 1 12 (. 0.0 (., 1.3
4a res Rep re 2) 1 2, , 1.2 0.0 1.) (0.2Etr ep re 2, 1 2, , 0., 0.1 0.3( 2(.((
N,.arres Fi antes Rep re 1 1 12 2.32 0.(, . 10.1(arres Fi antes Rep re 2 1 .,3 .,3 11.0arres Fi antes Rep re 1 12 (.1 0.0 (.( 1.(1
a res ep re . . . .Etr Rep re ) 1 2) , 1.2 0. 1.,0 (0.00
N,0
-
7/23/2019 ATTACHEMENT AGHBALA (1).xls
27/45
28
aBtre douvrage : MEN de ni&Mellal A8"ite8tes :NO(DDINE SAAD 7$D du 8adre HaG?&.$0.V,G0. W
7$D de ltrier Ha ou ?&.$.4V,G0.
$E$T : F$A$A$E$T7$D de l>ingle Ha ou ?&.$.4G0.
Mar8" n :.3%$I%,.0, Entre>rise :Merous Travaux
MINUTE DE CA7CU7 DES ACIE(S EN E7E*ATION
E7EMENTS EN ETON A(ME ACIE(S TO(
DESI'NATIONSDimensionsongue
ro8"et(e8ouv
T5 T3 T0. T0,?arres n8rag
oet : T(A*AU DETENSION DES CO77E'ES SIDI AME(U#A7I A A'#A7A
Wa ?
N?s
N%E
7&D
arres Fi antes Rep re , 1 .)3 0.(, (.0) 12.1)arres Fi antes Rep re 1 12 (. (. 1(.(3arres Fi antes Rep re 1 12 (.2, 0.0 (.), 1.,
4a res Rep re 3 1 2, , 1.2 0.0 1.) (0.2Etr ep7re 10 1 2, , 0., 0.1 0.3( 2(.((
N,,arres Filantes Rep7re 11 1 .)3 0.(, (.0) 12.1)arres Fi antes Rep re 12 1 12 (.2 (.2 12.3,arres Fi antes Rep re 1 1 12 (.( 0.0 (.,( 1.32
4a res Rep re 1( 1 2, , 1.2 0.0 1.) (0.2
Etr ep re 1) 1 2, , 0., 0.1 0.3( 2(.((N,+
arres Fi antes Rep re 1, 1 12 2.3 0.(, .( 10.23arres Fi antes Rep re 1 1 12 (.(2 (.(2 1.2,arres Fi antes Rep re 1 1 .3 0.0 (.03 12.2arres Fi antes Rep re 13 1 (.(0 0.0 (.0 1(.10
4a res Rep re 20 1 2, , 1.2 0.0 1.) (0.2Etr ep re 21 1 2, , 0., 0.1 0.3( 2(.((
N,2arres Fi antes Rep re 1 1 12 .1) 0.(, .,1 10.arres Fi antes Rep re 2 1 (.1( (.1( 12.(2arres Fi antes Rep re 1 12 (.,2 0.0 (.32 1(.,
a res ep re . . . .Etr Rep re ) 1 2 , 1.2 0. 1.,0 ((.0
N,4arres Fi antes Rep re , 1 12 ).12 0.(, ).) 1,.(arres Fi antes Rep re 1 .,( .,( 10.32arres Fi antes Rep re 1 12 (.( 0.0 (.,( 1.32
4a res Rep re 3 1 2, , 0., 0.0 0.3 2(.1r ep re . . . .
N,5arres Fi antes Rep re 11 1 .)3 0.(, (.0) 12.1)arres Fi antes Rep re 12 1 12 (. (. 1.11arres Filantes Rep7re 1 1 12 (.23 0.0 (.)3 1.
-
7/23/2019 ATTACHEMENT AGHBALA (1).xls
28/45
29
aBtre douvrage : MEN de ni&Mellal A8"ite8tes :NO(DDINE SAAD 7$D du 8adre HaG?&.$0.V,G0. W
7$D de ltrier Ha ou ?&.$.4V,G0.
$E$T : F$A$A$E$T7$D de l>ingle Ha ou ?&.$.4G0.
Mar8" n :.3%$I%,.0, Entre>rise :Merous Travaux
MINUTE DE CA7CU7 DES ACIE(S EN E7E*ATION
E7EMENTS EN ETON A(ME ACIE(S TO(
DESI'NATIONSDimensionsongue
ro8"et(e8ouv
T5 T3 T0. T0,?arres n8rag
oet : T(A*AU DETENSION DES CO77E'ES SIDI AME(U#A7I A A'#A7A
Wa ?
N?s
N%E
7&D
4a res Rep re 1( 1 2, , 1.2 0.0 1.) (0.2
Etr ep7re 1) 1 2, , 0., 0.1 0.3( 2(.((N,-
arres Fi antes Rep re 1, 1 .)3 0.(, (.0) 12.1)arres Fi antes Rep re 1 1 12 (.)( (.)( 1.,2arres Fi antes Rep re 1 1 12 (. 0.0 (., 1.3
4a res Rep re 13 1 2, , 1.2 0.0 1.) (0.2Etr ep re 20 1 2, , 0., 0.1 0.3( 2(.((
N,3arres Fi antes Rep re 21 1 .,3 0.(, (.1) 12.()arres Filantes Rep7re 22 1 12 2.32 2.32 .,arres Fi antes Rep re 2 1 12 (.1) 0.0 (.() 1.)arres Fi antes Rep re 2( 1 12 (.0 0.0 (.,0 1.0
4a res Rep re 2) 1 2) , 1.2 0.0 1.) 3.2)Etr ep re 2, 1 2) , 0., 0.1 0.3( 2.)0
N,1arres Fi antes Rep re 1 1 12 2.32 0.(, . 10.1(arres Fi antes Rep re 2 1 .,3 .,3 11.0
arres Fi antes Rep re 1 12 (.1 0.0 (.( 1.(14a res Rep re ( 1 2) , 0., 0.1 0.3( 2.)0
Etr Rep re ) 1 2) , 1.2 0. 1.,0 (0.00N+.
arres Fi antes Rep re , 1 .)3 0.(, (.0) 12.1)arres Fi antes Rep re 1 12 (. (. 1(.(3arres Fi antes Rep re 1 12 (.2, 0.0 (.), 1.,
4a res Rep re 3 1 2, , 1.2 0.0 1.) (0.2Etr ep7re 10 1 2, , 0., 0.1 0.3( 2(.((
N+0arres Fi antes Rep re 11 1 .)3 0.(, (.0) 12.1)arres Fi antes Rep re 12 1 12 (. (. 1.11arres Fi antes Rep re 1 1 12 (.23 0.0 (.)3 1.
4a'res Rep7re 1( 1 2, , 1.2 0.0 1.) (0.2
Etr ep7re 1) 1 2, , 0., 0.1 0.3( 2(.((
-
7/23/2019 ATTACHEMENT AGHBALA (1).xls
29/45
30
aBtre douvrage : MEN de ni&Mellal A8"ite8tes :NO(DDINE SAAD 7$D du 8adre HaG?&.$0.V,G0. W
7$D de ltrier Ha ou ?&.$.4V,G0.
$E$T : F$A$A$E$T7$D de l>ingle Ha ou ?&.$.4G0.
Mar8" n :.3%$I%,.0, Entre>rise :Merous Travaux
MINUTE DE CA7CU7 DES ACIE(S EN E7E*ATION
E7EMENTS EN ETON A(ME ACIE(S TO(
DESI'NATIONSDimensionsongue
ro8"et(e8ouv
T5 T3 T0. T0,?arres n8rag
oet : T(A*AU DETENSION DES CO77E'ES SIDI AME(U#A7I A A'#A7A
Wa ?
N?s
N%E
7&D
arres Filantes Rep7re 1, 1 12 2.3 0.(, .( 10.23arres Fi antes Rep re 1 1 12 (.(2 (.(2 1.2,
arres Fi antes Rep re 1 1 (.(0 0.0 (.0 1(.104a res Rep re 13 1 2, , 1.2 0.0 1.) (0.2
Etr ep re 20 1 2, , 0., 0.1 0.3( 2(.((N++
arres Fi antes Rep re 1 1 2.,( 0.(, .10 3.0arres Fi antes Rep re 2 1 12 (. (. 1(.(3
arres an es ep re . . . .arres an es ep re . . . .
4a res Rep re ) 1 21 , 0.3 0.1 1.2 2,.Etr Rep re , 1 21 , 0.( 0. 0.1 1.01
N+2arres Fi antes Rep re 1 (.03 0.(, (.)) 1.,)arres Fi antes Rep re 1 12 (.3) (.3) 1(.)
4a res Rep re 3 1 23 , 0.3 0.1 1.2 .12Etr Rep re 10 1 23 , 0.( 0. 0.1 2.(3
N+4arres Fi antes Rep re 11 1 12 (.,0 0.(, ).0, 1).1arres Filantes Rep7re 12 1 12 .20 .20 3.,0arres Fi antes Rep re 1 1 (.2( (.2( 12.2arres Fi antes Rep re 1( 1 12 2.0 2.0 ,.03arres Fi antes Rep re 1) 1 12 (.3) (.3) 1(.)
4a res Rep re 1, 1 23 , 1.2 0.1 1.) ().2Etr Rep re 1 1 23 , 0., 0. 0.3, 2.(
N+5arres Fi antes Rep re 1 3 2.,( 0.(, .10 .0arres Fi antes Rep re 2 3 12 (.3 (.3 1.11arres Fi antes Rep re 3 12 2.(0 0.0 2.0 2.30arres Fi antes Rep re ( 3 12 .)2 0.0 .2 10.1(
4a res Rep re ) 3 21 , 0.3 0.1 1.2 2(1.32Etr Rep re , 3 21 , 0.( 0. 0.1 1).03
-
7/23/2019 ATTACHEMENT AGHBALA (1).xls
30/45
31
aBtre douvrage : MEN de ni&Mellal A8"ite8tes :NO(DDINE SAAD 7$D du 8adre HaG?&.$0.V,G0. W
7$D de ltrier Ha ou ?&.$.4V,G0.
$E$T : F$A$A$E$T7$D de l>ingle Ha ou ?&.$.4G0.
Mar8" n :.3%$I%,.0, Entre>rise :Merous Travaux
MINUTE DE CA7CU7 DES ACIE(S EN E7E*ATION
E7EMENTS EN ETON A(ME ACIE(S TO(
DESI'NATIONSDimensionsongue
ro8"et(e8ouv
T5 T3 T0. T0,?arres n8rag
oet : T(A*AU DETENSION DES CO77E'ES SIDI AME(U#A7I A A'#A7A
Wa ?
N?s
N%E
7&D
arres Fi antes Rep re 1 (.21 0.(, (., 1(.01arres Fi antes Rep re ( 1 12 . . 11.13arres Fi antes Rep re ) 1 12 (.3 0.0 ).2 1).(
arres Fi antes Rep re , 1 12 2.)3 0.0 2.3 .,arres Fi antes Rep re 1 12 2.31 0.0 .21 3.,
4a res Rep re 1 1 3 , 0. 0.1 1.1 (,.02Etr Rep re 2 1 3 , 1.1 0. 1.)1 ).3
N+3arres Fi antes Rep re 10 2 (.21 0.(, (., 2.02arres Fi antes Rep re 11 2 12 (.03 (.03 2(.)(arres Fi antes Rep re 12 2 12 (.3 0.0 ).2 1.,arres Fi antes Rep re 1 2 12 2.31 0.0 .21 13.2,arres Fi antes Rep re 1( 2 12 (.)3 0.0 (.3 23.(
4a res Rep re 2 3 , 0. 0.1 1.1 32.0(Etr Rep re 3 2 3 , 1.1 0. 1.)1 11.
N+1arres Fi antes Rep re , 2 12 (.0 0.(, ).1, 0.3,arres Fi antes Rep re 2 (.03 (.03 2(.)(
arres an es ep re . . . .arres Fi antes Rep re 3 2 12 2.,, 0.0 2.3, 1.,
4a res Rep re 10 2 23 , 1.0 0.1 1.( .2Etr Rep re 11 2 23 , 1.2 0. 1.,0 32.0
arres Fi antes Rep re 12 1 12 (., 0.(, ).2 1).3,arres Fi antes Rep re 1 1 12 .20 .20 3.,0arres Fi antes Rep re 1( 1 (.2( 0.0 (.)( 1.,2arres Fi antes Rep re 1) 1 12 2.( 0.0 2. .13arres Fi antes Rep re 1, 1 12 ).0 0.0 ). 1).33arres Fi antes Rep re 1 1 12 2.31 0.0 .21 3.,
4a res Rep re 1 1 23 , 1.0 0.1 1.( .,Etr Rep re 13 1 23 , 1.2 0. 1.,0 (,.(0
N20arres Fi antes Rep re 1 1 12 2.(0 0.(, 2., .)
-
7/23/2019 ATTACHEMENT AGHBALA (1).xls
31/45
32
aBtre douvrage : MEN de ni&Mellal A8"ite8tes :NO(DDINE SAAD 7$D du 8adre HaG?&.$0.V,G0. W
7$D de ltrier Ha ou ?&.$.4V,G0.
$E$T : F$A$A$E$T7$D de l>ingle Ha ou ?&.$.4G0.
Mar8" n :.3%$I%,.0, Entre>rise :Merous Travaux
MINUTE DE CA7CU7 DES ACIE(S EN E7E*ATION
E7EMENTS EN ETON A(ME ACIE(S TO(
DESI'NATIONSDimensionsongueu
ro8"et(e8ouv
T5 T3 T0. T0,?arres n8rag
oet : T(A*AU DETENSION DES CO77E'ES SIDI AME(U#A7I A A'#A7A
Wa ?
N?s
N%E
7&D
arres Fi antes Rep re 2 1 2.,( 2.,( .32arres Fi antes Rep re 1 12 .)2 0.0 .2 11.(,
4a res Rep re ( 1 21 , 0.3 0.1 1.2 2,.
Etr Rep7re ) 1 21 , 0. 0. 1.0, 22.2,N2,
arres Fi antes Rep re , 1 12 (., 0.(, ).22 1).,,arres Fi antes Rep re 1 (.03 (.03 12.2arres Fi antes Rep re 1 12 ).0 0.0 ). 1).33arres Fi antes Rep re 3 1 12 2.) 0.0 2. .,(
4a res Rep re 10 1 23 , 1.0 0.0 1. .)Etr ep re 11 1 23 , 1.2 0.1 1.) ().2
N2+arres Fi antes Rep re 12 1 12 (., 0.(, ).2 1).3,arres Fi antes Rep re 1 1 12 .20 .20 3.,0arres Fi antes Rep re 1( 1 (.2( 0.0 (.)( 1.,2arres Fi antes Rep re 1) 1 12 2.( 0.0 2. .13arres Fi antes Rep re 1, 1 12 ).0 0.0 ). 1).33arres Fi antes Rep re 1 1 12 2.3 0.0 .2 3.,3
4a res Rep re 1 1 23 , 1.0 0.0 1. .)Etr ep re 13 1 23 , 1.2 0.1 1.) ().2
N22arres Fi antes Rep re 1 1 12 .20 0.(, .,, 10.3arres Filantes Rep7re 2 1 (.2( (.2( 12.2arres Fi antes Rep re 1 12 (.0 0.0 ).00 1).00arres Fi antes Rep re ( 1 12 2., 0.0 .0, 3.1
4a res Rep re ) 1 21 , 1.0 0.1 1. 2.3Etr Rep re , 1 21 , 0. 0. 1.1, 2(.,
utres en T
arres Fi antes Rep re 1 , )0 0. 0.(, 1.( (02.00arres Fi antes Rep re 2 , ( 10 .2( .2( 13.,arres Fi antes Rep re , (2 , 0.( 0.0 0. 13(.0(arres Fi antes Rep re ( , .1 0.0 .( (0.0(
arres an es ep re . . .
-
7/23/2019 ATTACHEMENT AGHBALA (1).xls
32/45
33
aBtre douvrage : MEN de ni&Mellal A8"ite8tes :NO(DDINE SAAD 7$D du 8adre HaG?&.$0.V,G0. W
7$D de ltrier Ha ou ?&.$.4V,G0.
$E$T : F$A$A$E$T7$D de l>ingle Ha ou ?&.$.4G0.
Mar8" n :.3%$I%,.0, Entre>rise :Merous Travaux
MINUTE DE CA7CU7 DES ACIE(S EN E7E*ATION
E7EMENTS EN ETON A(ME ACIE(S TO(
DESI'NATIONSDimensionsongueu
ro8"et(e8ouv
T5 T3 T0. T0,?arres n8rag
oet : T(A*AU DETENSION DES CO77E'ES SIDI AME(U#A7I A A'#A7A
Wa ?
N?s
N%E
7&D
. . .arres Fi antes Rep re , )0 2.21 0.(, 2., 01.00
. . . .
arres Fi antes Rep re 3 , ( 12 .0 0.0 3.10 21.(0arres Fi antes Rep re 10 , ( 12 .0 0.1 3.01 21,.2(arres Fi antes Rep re 11 , ( 20 3.20 0. 3.)arres Fi antes Rep re 12 20 3.10
N0arres Fi antes Rep re 1 , 12 1.)2 0.(, 1.3 11.
4a res Rep re 2 1 2 , 0.( 0.1 0. 21.0,Epin6 es Rep re 1 1 2 , 0. 0. 1.11 23.3
N0arres Fi antes Rep re 1 , 12 1.)2 0.(, 1.3 11.
4a res Rep re 2 1 2 , 0.( 0.1 0. 21.0,Epin6 es Rep re 1 1 2 , 0. 0. 1.11 23.3
SER;ATI+NS 9+NER T+TA9E ,.3, 2(,.1 13., 2().,1
$+IDS / M9 0.222 0.3) 0.,1 0.
$+IDS T+TA9 / DIAMETR 1,. 3,2.23 122.02 202.30T+TA9 4/2.4$21
&!outres
p ra6e u aut %ers e as et u 6au e %ers a roite#or Konta
N0arres Fi antes Rep re 1 1, 1.)2 0.(, 1.3arres Fi antes Rep re ( 1 12 (.1( (.1( 12.(2arres Fi antes Rep re ) 1 12 (.,0 0.0 (.30 1(.0arres Fi antes Rep re , 1 12 1.( 1.( ).22
4a res Rep re 2 1 , , 1.0 0.1 1.3 )0.0(Etr Rep re 1 1 , , 0. 0. 1.10 3.,0
N,arres Fi antes Rep re , 1 12 (.30 0.(, )., 1,.0
-
7/23/2019 ATTACHEMENT AGHBALA (1).xls
33/45
34
aBtre douvrage : MEN de ni&Mellal A8"ite8tes :NO(DDINE SAAD 7$D du 8adre HaG?&.$0.V,G0. W
7$D de ltrier Ha ou ?&.$.4V,G0.
$E$T : F$A$A$E$T7$D de l>ingle Ha ou ?&.$.4G0.
Mar8" n :.3%$I%,.0, Entre>rise :Merous Travaux
MINUTE DE CA7CU7 DES ACIE(S EN E7E*ATION
E7EMENTS EN ETON A(ME ACIE(S TO(
DESI'NATIONSDimensionsongue
ro8"et(e8ouv
T5 T3 T0. T0,?arres n8rag
oet : T(A*AU DETENSION DES CO77E'ES SIDI AME(U#A7I A A'#A7A
Wa ?
N?s
N%E
7&D
arres Fi antes Rep re 1 .,( .,( 10.32arres Fi antes Rep re 1 12 (.2 0.0 (.,2 1.,
4a res Rep re 3 1 2 , 0.3 0.1 1.2( (.2
ETR Rep re 10 1 2 , 1.1 0. 1.)0 (2.00N+
arres Fi antes Rep re 11 1 .)3 0.(, (.0) 12.1)arres Fi antes Rep re 12 1 12 (.) (.) 1.0)arres Fi antes Rep re 1 1 12 (.2 0.0 (.) 1.1
4a res Rep re 1( 1 2 , 1.1 0.1 1.( (1.((Etr Rep re 1) 1 2 , 0.3 0. 1.2, ).2
N2arres Fi antes Rep re 1, 1 .)3 0.(, (.0) 12.1)arres Fi antes Rep re 1 1 12 (.)1 (.)1 1.)arres Fi antes Rep re 1 1 12 (.1 0.0 (.,1 1.
4a res Rep re 13 1 2 , 1.1 0.1 1.( (1.((Etr Rep re 20 1 2 , 0.3 0. 1.2, ).2
N4arres Fi antes Rep re 21 1 .,3 0.(, (.1) 12.()
arres Fi antes Rep re 22 1 12 2.32 2.32 .,arres Fi antes Rep re 2 1 12 (.0 0.0 (.,0 1.0arres Fi antes Rep re 2( 1 12 (.2 0.0 (.) 1.(
4a res Rep re 2) 1 2 , 1.1 0.1 1.( (1.((Etr Rep re 2, 1 2 , 0.3 0. 1.2, ).2
N5arres Fi antes Rep re 1 1 12 2.32 0.(, . 10.1(arres Fi antes Rep re 2 1 .,3 .,3 11.0arres Fi antes Rep re 1 12 (.) 0.0 (. 1(.,1
4a res Rep re ( 1 2 , 0.) 0.1 0.3 2(.32Etr Rep re ) 1 2 , 1.1 0. 1.)0 (2.00
N-arres Fi antes Rep re , 1 .)3 0.(, (.0) 12.1)arres Fi antes Rep re 1 12 (.1 (.1 1(.(arres Filantes Rep7re 1 12 (.2, 0.0 (.), 1.,
-
7/23/2019 ATTACHEMENT AGHBALA (1).xls
34/45
35
aBtre douvrage : MEN de ni&Mellal A8"ite8tes :NO(DDINE SAAD 7$D du 8adre HaG?&.$0.V,G0. W
7$D de ltrier Ha ou ?&.$.4V,G0.
$E$T : F$A$A$E$T7$D de l>ingle Ha ou ?&.$.4G0.
Mar8" n :.3%$I%,.0, Entre>rise :Merous Travaux
MINUTE DE CA7CU7 DES ACIE(S EN E7E*ATION
E7EMENTS EN ETON A(ME ACIE(S TO(
DESI'NATIONSDimensionsongue
ro8"et(e8ouv
T5 T3 T0. T0,?arres n8rag
oet : T(A*AU DETENSION DES CO77E'ES SIDI AME(U#A7I A A'#A7A
Wa ?
N?s
N%E
7&D
4a res Rep re 3 1 2 , 1.1 0.1 1.( (1.((Etr Rep re 10 1 2 , 0.) 0. 0.31 2).(
N3arres Fi antes Rep re 11 1 .)3 0.(, (.0) 12.1)arres Fi antes Rep re 12 1 12 (.0 (.0 12.30arres Fi antes Rep re 1 1 12 (.2 0.0 (.,2 1.,
4a res Rep re 1( 1 2 , 1.1 0.1 1.( (1.((Etr Rep re 1) 1 2 , 0.) 0. 0.31 2).(
N1arres Fi antes Rep re 1, 1 12 2.3 0.(, .( 10.23arres Fi antes Rep re 1 1 12 (.(0 (.(0 1.20arres Fi antes Rep re 1 1 .3 0.0 (.03 12.2arres Fi antes Rep re 13 1 12 (.3 0.0 (.,3 1(.0
4a res Rep re 20 1 23 , 1.1 0.1 1.( (2.32EtrRep re 21 1 23 , 0.) 0. 0.31 2,.3
N0.arres Fi antes Rep re 1 1 12 2.12 0.(, 2.) .(arres Fi antes Rep re 2 1 2.03 2.03 ,.2
arres Fi antes Rep re 1 12 2.,) 0.0 2.3) .)4a'res Rep7re ( 1 2 , 0.3 0.1 1.2 ).(
Etr Rep re ) 1 2 , 0. 0. 1.10 0.0
N00arres Fi antes Rep re , 1 1, .,( 0.(, (.10arres Fi antes Rep re 1 12 2.2 2.2 .(,arres Fi antes Rep re 1 .,3 0.0 .33 11.3arres Fi antes Rep re 3 1 1, 2.3 0.0 2.,3arres Fi antes Rep re 10 1 1, (.31 0.0 ).21
4a res Rep re 11 1 2 0. 0.1 1.1 .0(arres Fi antes Rep re 12 1 0.3 0.0 1.13 .)
Etr Rep re 1 1 2 0., 0. 1.00 2.00arres Fi antes Rep re 12 1 0.,3 0.0 0.33 2.3
N0,arres Filantes Rep7re 1 1 1, .,1 0.(, (.0
-
7/23/2019 ATTACHEMENT AGHBALA (1).xls
35/45
36
aBtre douvrage : MEN de ni&Mellal A8"ite8tes :NO(DDINE SAAD 7$D du 8adre HaG?&.$0.V,G0. W
7$D de ltrier Ha ou ?&.$.4V,G0.
$E$T : F$A$A$E$T7$D de l>ingle Ha ou ?&.$.4G0.
Mar8" n :.3%$I%,.0, Entre>rise :Merous Travaux
MINUTE DE CA7CU7 DES ACIE(S EN E7E*ATION
E7EMENTS EN ETON A(ME ACIE(S TO(
DESI'NATIONSDimensionsongue
ro8"et(e8ouv
T5 T3 T0. T0,?arres n8rag
oet : T(A*AU DETENSION DES CO77E'ES SIDI AME(U#A7I A A'#A7A
Wa ?
N?s
N%E
7&D
arres Fi antes Rep re 2 1 (.3 (.3 1.1arres Fi antes Rep re 1 1, ).)2 0.0 ).2
4a res Rep re ( 1 2 0. 0.1 1.1 .0(
Etr Rep re ) 1 2 0., 0. 1.00 2.00N0+
arres Fi antes Rep re , 1 1, ,.(2 0.(, ,.arres Fi antes Rep re 1 1, .,1 .,1arres Fi antes Rep re 1 (.3 0.0 (.,3 1(.0arres Fi antes Rep re 3 1 1, ).)2 0.0 ).2
4a res Rep re 10 1 0. 0.0 1.1 (.23Etr ep re 11 1 0., 0.1 0.3 ,.2,
N02arres Fi antes Rep re 1 1 12 .3) 0.(, (.(1 1.2arres Fi antes Rep re 2 1 12 .3) .3) 11.)
4a res Rep re 1 2 , 0. 0.1 1.1 .0(Etr Rep re ( 1 2 , 0.( 0. 0., 21.2
N04arres Fi antes Rep re 1 1 12 .1) 0.(, .,1 10.
arres Fi antes Rep re 2 1 (.1( (.1( 12.(2arres Fi antes Rep re 1 12 (.,2 0.0 (.32 1(.,
4a res Rep re ( 1 2 , 0., 0.1 0.3( 2,.2Etr Rep re ) 1 2 , 1.2 0. 1.,0 ((.0
N05arres Fi antes Rep re , 1 12 ).12 0.(, ).) 1,.(arres Fi antes Rep re 1 .,( .,( 10.32arres Fi antes Rep re 1 12 (.( 0.0 (.,( 1.32
4a res Rep re 3 1 2, , 0., 0.0 0.3 2(.1
Etr ep7re 10 1 2, , 1.2 0.1 1.) (1.0N0-
arres Fi antes Rep re 11 1 .)3 0.(, (.0) 12.1)arres Fi antes Rep re 12 1 12 (. (. 1.11arres Fi antes Rep re 1 1 12 (.23 0.0 (.)3 1.
4a res Rep re 1( 1 2, , 1.2 0.0 1.) (0.2
-
7/23/2019 ATTACHEMENT AGHBALA (1).xls
36/45
37
aBtre douvrage : MEN de ni&Mellal A8"ite8tes :NO(DDINE SAAD 7$D du 8adre HaG?&.$0.V,G0. W
7$D de ltrier Ha ou ?&.$.4V,G0.
$E$T : F$A$A$E$T7$D de l>ingle Ha ou ?&.$.4G0.
Mar8" n :.3%$I%,.0, Entre>rise :Merous Travaux
MINUTE DE CA7CU7 DES ACIE(S EN E7E*ATION
E7EMENTS EN ETON A(ME ACIE(S TO(
DESI'NATIONSDimensionsongue
ro8"et(e8ouv
T5 T3 T0. T0,?arres n8rag
oet : T(A*AU DETENSION DES CO77E'ES SIDI AME(U#A7I A A'#A7A
Wa ?
N?s
N%E
7&D
Etr ep re 1) 1 2, , 0., 0.1 0.3( 2(.((N03
arres Fi antes Rep re 1, 1 .)3 0.(, (.0) 12.1)
arres Fi antes Rep re 1 1 12 (.)( (.)( 1.,2arres Fi antes Rep re 1 1 12 (. 0.0 (., 1.3
4a res Rep re 13 1 2, , 1.2 0.0 1.) (0.2Etr ep re 20 1 2, , 0., 0.1 0.3( 2(.((
N01arres Fi antes Rep re 21 1 .)3 0.(, (.0) 12.1)arres Fi antes Rep re 22 1 12 2.32 2.32 .,arres Fi antes Rep re 2 1 12 (.1) 0.0 (.() 1.)arres Fi antes Rep re 2( 1 12 (. 0.0 (., 1.3
4a res Rep re 2) 1 2, , 1.2 0.0 1.) (0.2Etr ep re 2, 1 2, , 0., 0.1 0.3( 2(.((
N,.arres Fi antes Rep re 1 1 12 2.32 0.(, . 10.1(arres Filantes Rep7re 2 1 .,3 .,3 11.0arres Fi antes Rep re 1 12 (.1 0.0 (.( 1.(1
4a res Rep re ( 1 2) , 0., 0.1 0.3( 2.)0Etr Rep re ) 1 2) , 1.2 0. 1.,0 (0.00
N,0arres Fi antes Rep re , 1 .)3 0.(, (.0) 12.1)arres Fi antes Rep re 1 12 (. (. 1(.(3arres Fi antes Rep re 1 12 (.2, 0.0 (.), 1.,
4a res Rep re 3 1 2, , 1.2 0.0 1.) (0.2
Etr ep7re 10 1 2, , 0., 0.1 0.3( 2(.((N,,
arres Fi antes Rep re 11 1 .)3 0.(, (.0) 12.1)arres Fi antes Rep re 12 1 12 (.2 (.2 12.3,arres Fi antes Rep re 1 1 12 (.( 0.0 (.,( 1.32
4a res Rep re 1( 1 2, , 1.2 0.0 1.) (0.2
Etr ep7re 1) 1 2, , 0., 0.1 0.3( 2(.((N,+
-
7/23/2019 ATTACHEMENT AGHBALA (1).xls
37/45
38
aBtre douvrage : MEN de ni&Mellal A8"ite8tes :NO(DDINE SAAD 7$D du 8adre HaG?&.$0.V,G0. W
7$D de ltrier Ha ou ?&.$.4V,G0.
$E$T : F$A$A$E$T7$D de l>ingle Ha ou ?&.$.4G0.
Mar8" n :.3%$I%,.0, Entre>rise :Merous Travaux
MINUTE DE CA7CU7 DES ACIE(S EN E7E*ATION
E7EMENTS EN ETON A(ME ACIE(S TO(
DESI'NATIONSDimensionsongue
ro8"et(e8ouv
T5 T3 T0. T0,?arres n8rag
oet : T(A*AU DETENSION DES CO77E'ES SIDI AME(U#A7I A A'#A7A
Wa ?
N?s
N%E
7&D
arres Fi antes Rep re 1, 1 12 2.3 0.(, .( 10.23arres Fi antes Rep re 1 1 12 (.(2 (.(2 1.2,arres Fi antes Rep re 1 1 .3 0.0 (.03 12.2
arres Fi antes Rep re 13 1 (.(0 0.0 (.0 1(.104a res Rep re 20 1 2, , 1.2 0.0 1.) (0.2
Etr ep re 21 1 2, , 0., 0.1 0.3( 2(.((
N,2arres Fi antes Rep re 1 1 12 .1) 0.(, .,1 10.arres Fi antes Rep re 2 1 (.1( (.1( 12.(2arres Fi antes Rep re 1 12 (.,2 0.0 (.32 1(.,
4a'res Rep7re ( 1 2 , 0., 0.1 0.3( 2,.2Etr Rep re ) 1 2 , 1.2 0. 1.,0 ((.0
N,4arres Fi antes Rep re , 1 12 ).12 0.(, ).) 1,.(arres Fi antes Rep re 1 .,( .,( 10.32arres Fi antes Rep re 1 12 (.( 0.0 (.,( 1.32
4a res Rep re 3 1 2, , 0., 0.0 0.3 2(.1
Etr ep7re 10 1 2, , 1.2 0.1 1.) (1.0
N,5arres Fi antes Rep re 11 1 .)3 0.(, (.0) 12.1)arres Fi antes Rep re 12 1 12 (. (. 1.11arres Fi antes Rep re 1 1 12 (.23 0.0 (.)3 1.
4a res Rep re 1( 1 2, , 1.2 0.0 1.) (0.2
Etr ep7re 1) 1 2, , 0., 0.1 0.3( 2(.((N,-
arres Fi antes Rep re 1, 1 .)3 0.(, (.0) 12.1)arres Fi antes Rep re 1 1 12 (.)( (.)( 1.,2arres Filantes Rep7re 1 1 12 (. 0.0 (., 1.3
4a res Rep re 13 1 2, , 1.2 0.0 1.) (0.2Etr ep re 20 1 2, , 0., 0.1 0.3( 2(.((
N,3arres Fi antes Rep re 21 1 .,3 0.(, (.1) 12.()arres Fi antes Rep re 22 1 12 2.32 2.32 .,
-
7/23/2019 ATTACHEMENT AGHBALA (1).xls
38/45
39
aBtre douvrage : MEN de ni&Mellal A8"ite8tes :NO(DDINE SAAD 7$D du 8adre HaG?&.$0.V,G0. W
7$D de ltrier Ha ou ?&.$.4V,G0.
$E$T : F$A$A$E$T7$D de l>ingle Ha ou ?&.$.4G0.
Mar8" n :.3%$I%,.0, Entre>rise :Merous Travaux
MINUTE DE CA7CU7 DES ACIE(S EN E7E*ATION
E7EMENTS EN ETON A(ME ACIE(S TO(
DESI'NATIONSDimensionsongue
ro8"et(e8ouv
T5 T3 T0. T0,?arres n8rag
oet : T(A*AU DETENSION DES CO77E'ES SIDI AME(U#A7I A A'#A7A
Wa ?
N?s
N%E
7&D
arres Fi antes Rep re 2 1 12 (.1) 0.0 (.() 1.)arres Fi antes Rep re 2( 1 12 (.0 0.0 (.,0 1.0
4a res Rep re 2) 1 2) , 1.2 0.0 1.) 3.2)
Etr ep re 2, 1 2) , 0., 0.1 0.3( 2.)0N,1
arres Fi antes Rep re 1 1 12 2.32 0.(, . 10.1(arres Fi antes Rep re 2 1 .,3 .,3 11.0arres Fi antes Rep re 1 12 (.1 0.0 (.( 1.(1
4a res Rep re ( 1 2) , 0., 0.1 0.3( 2.)0Etr Rep re ) 1 2) , 1.2 0. 1.,0 (0.00
N+.arres Fi antes Rep re , 1 .)3 0.(, (.0) 12.1)arres Fi antes Rep re 1 12 (. (. 1(.(3arres Fi antes Rep re 1 12 (.2, 0.0 (.), 1.,
4a res Rep re 3 1 2, , 1.2 0.0 1.) (0.2
Etr ep7re 10 1 2, , 0., 0.1 0.3( 2(.((N+0
arres Fi antes Rep re 11 1 .)3 0.(, (.0) 12.1)
arres Fi antes Rep re 12 1 12 (. (. 1.11arres Fi antes Rep re 1 1 12 (.23 0.0 (.)3 1.
4a res Rep re 1( 1 2, , 1.2 0.0 1.) (0.2
Etr ep7re 1) 1 2, , 0., 0.1 0.3( 2(.((N+,
arres Fi antes Rep re 1, 1 12 2.3 0.(, .( 10.23arres Fi antes Rep re 1 1 12 (.(2 (.(2 1.2,arres Fi antes Rep re 1 1 (.(0 0.0 (.0 1(.10
4a res Rep re 13 1 2, , 1.2 0.0 1.) (0.2Etr ep7re 20 1 2, , 0., 0.1 0.3( 2(.((
N++arres Fi antes Rep re 1 1 2.,( 0.(, .10 3.0arres Fi antes Rep re 2 1 12 (. (. 1(.(3arres Fi antes Rep re 1 12 2.(0 0.0 2.0 .10arres Fi antes Rep re ( 1 12 .)2 0.0 .2 11.(,
-
7/23/2019 ATTACHEMENT AGHBALA (1).xls
39/45
40
aBtre douvrage : MEN de ni&Mellal A8"ite8tes :NO(DDINE SAAD 7$D du 8adre HaG?&.$0.V,G0. W
7$D de ltrier Ha ou ?&.$.4V,G0.
$E$T : F$A$A$E$T7$D de l>ingle Ha ou ?&.$.4G0.
Mar8" n :.3%$I%,.0, Entre>rise :Merous Travaux
MINUTE DE CA7CU7 DES ACIE(S EN E7E*ATION
E7EMENTS EN ETON A(ME ACIE(S TO(
DESI'NATIONSDimensionsongue
ro8"et(e8ouv
T5 T3 T0. T0,?arres n8rag
oet : T(A*AU DETENSION DES CO77E'ES SIDI AME(U#A7I A A'#A7A
Wa ?
N?s
N%E
7&D
4a res Rep re ) 1 21 , 0.3 0.1 1.2 2,.Etr Rep re , 1 21 , 0.( 0. 0.1 1.01
N+2arres Fi antes Rep re 1 (.03 0.(, (.)) 1.,)arres Fi antes Rep re 1 12 (.3) (.3) 1(.)
4a res Rep re 3 1 23 , 0.3 0.1 1.2 .12Etr Rep re 10 1 23 , 0.( 0. 0.1 2.(3
N+4arres Fi antes Rep re 11 1 12 (.,0 0.(, ).0, 1).1arres Fi antes Rep re 12 1 12 .20 .20 3.,0arres Fi antes Rep re 1 1 (.2( (.2( 12.2arres Fi antes Rep re 1( 1 12 2.0 2.0 ,.03arres Fi antes Rep re 1) 1 12 (.3) (.3) 1(.)
4a res Rep re 1, 1 23 , 1.2 0.1 1.) ().2Etr Rep re 1 1 23 , 0., 0. 0.3, 2.(
N+5arres Fi antes Rep re 1 3 2.,( 0.(, .10 .0arres Fi antes Rep re 2 3 12 (.3 (.3 1.11
arres Fi antes Rep re 3 12 2.(0 0.0 2.0 2.30arres Fi antes Rep re ( 3 12 .)2 0.0 .2 10.1(
4a res Rep re ) 3 21 , 0.3 0.1 1.2 2(1.32Etr Rep re , 3 21 , 0.( 0. 0.1 1).03
N+-arres Fi antes Rep re 1 (.21 0.(, (., 1(.01arres Fi antes Rep re ( 1 12 . . 11.13arres Fi antes Rep re ) 1 12 (.3 0.0 ).2 1).(arres Fi antes Rep re , 1 12 2.)3 0.0 2.3 .,arres Fi antes Rep re 1 12 2.31 0.0 .21 3.,
4a res Rep re 1 1 3 , 0. 0.1 1.1 (,.02Etr Rep re 2 1 3 , 1.1 0. 1.)1 ).3
N+3arres Fi antes Rep re 10 2 (.21 0.(, (., 2.02arres Fi antes Rep re 11 2 12 (.03 (.03 2(.)(
-
7/23/2019 ATTACHEMENT AGHBALA (1).xls
40/45
41
aBtre douvrage : MEN de ni&Mellal A8"ite8tes :NO(DDINE SAAD 7$D du 8adre HaG?&.$0.V,G0. W
7$D de ltrier Ha ou ?&.$.4V,G0.
$E$T : F$A$A$E$T7$D de l>ingle Ha ou ?&.$.4G0.
Mar8" n :.3%$I%,.0, Entre>rise :Merous Travaux
MINUTE DE CA7CU7 DES ACIE(S EN E7E*ATION
E7EMENTS EN ETON A(ME ACIE(S TO(
DESI'NATIONSDimensionsongue
ro8"et(e8ouv
T5 T3 T0. T0,?arres n8rag
oet : T(A*AU DETENSION DES CO77E'ES SIDI AME(U#A7I A A'#A7A
Wa ?
N?s
N%E
7&D
arres Fi antes Rep re 12 2 12 (.3 0.0 ).2 1.,arres Fi antes Rep re 1 2 12 2.31 0.0 .21 13.2,arres Fi antes Rep re 1( 2 12 (.)3 0.0 (.3 23.(
4a res Rep re 2 3 , 0. 0.1 1.1 32.0(Etr Rep re 3 2 3 , 1.1 0. 1.)1 11.
N+1arres Fi antes Rep re , 2 12 (.0 0.(, ).1, 0.3,arres Fi antes Rep re 2 (.03 (.03 2(.)(arres Fi antes Rep re 2 12 ).0 0.0 ). 1.3arres Fi antes Rep re 3 2 12 2.,, 0.0 2.3, 1.,
4a res Rep re 10 2 23 , 1.0 0.1 1.( .2Etr Rep re 11 2 23 , 1.2 0. 1.,0 32.0
N2.arres Fi antes Rep re 12 1 12 (., 0.(, ).2 1).3,arres Fi antes Rep re 1 1 12 .20 .20 3.,0arres Fi antes Rep re 1( 1 (.2( 0.0 (.)( 1.,2arres Fi antes Rep re 1) 1 12 2.( 0.0 2. .13arres Fi antes Rep re 1, 1 12 ).0 0.0 ). 1).33
arres Fi antes Rep re 1 1 12 2.31 0.0 .21 3.,4a res Rep re 1 1 23 , 1.0 0.1 1.( .,
Etr Rep re 13 1 23 , 1.2 0. 1.,0 (,.(0
N20arres Fi antes Rep re 1 1 12 2.(0 0.(, 2., .)arres Fi antes Rep re 2 1 2.,( 2.,( .32arres Fi antes Rep re 1 12 .)2 0.0 .2 11.(,
4a res Rep re ( 1 21 , 0.3 0.1 1.2 2,.Etr Rep re ) 1 21 , 0. 0. 1.0, 22.2,
N2,arres Fi antes Rep re , 1 12 (., 0.(, ).22 1).,,arres Fi antes Rep re 1 (.03 (.03 12.2arres Fi antes Rep re 1 12 ).0 0.0 ). 1).33arres Fi antes Rep re 3 1 12 2.) 0.0 2. .,(
4a'res Rep7re 10 1 23 , 1.0 0.0 1. .)
-
7/23/2019 ATTACHEMENT AGHBALA (1).xls
41/45
42
aBtre douvrage : MEN de ni&Mellal A8"ite8tes :NO(DDINE SAAD 7$D du 8adre HaG?&.$0.V,G0. W
7$D de ltrier Ha ou ?&.$.4V,G0.
$E$T : F$A$A$E$T7$D de l>ingle Ha ou ?&.$.4G0.
Mar8" n :.3%$I%,.0, Entre>rise :Merous Travaux
MINUTE DE CA7CU7 DES ACIE(S EN E7E*ATION
E7EMENTS EN ETON A(ME ACIE(S TO(
DESI'NATIONSDimensionsongueu
ro8"et(e8ouv
T5 T3 T0. T0,?arres n8rag
oet : T(A*AU DETENSION DES CO77E'ES SIDI AME(U#A7I A A'#A7A
Wa ?
N?s
N%E
7&D
Etr ep re 11 1 23 , 1.2 0.1 1.) ().2
N2+arres Fi antes Rep re 12 1 12 (., 0.(, ).2 1).3,arres Fi antes Rep re 1 1 12 .20 .20 3.,0arres Fi antes Rep re 1( 1 (.2( 0.0 (.)( 1.,2arres Fi antes Rep re 1) 1 12 2.( 0.0 2. .13arres Fi antes Rep re 1, 1 12 ).0 0.0 ). 1).33arres Fi antes Rep re 1 1 12 2.3 0.0 .2 3.,3
4a res Rep re 1 1 23 , 1.0 0.0 1. .)Etr ep re 13 1 23 , 1.2 0.1 1.) ().2
N22arres Fi antes Rep re 1 1 12 .20 0.(, .,, 10.3arres Filantes Rep7re 2 1 (.2( (.2( 12.2arres Fi antes Rep re 1 12 (.0 0.0 ).00 1).00arres Fi antes Rep re ( 1 12 2., 0.0 .0, 3.1
4a res Rep re ) 1 21 , 1.0 0.1 1. 2.3Etr Rep re , 1 21 , 0. 0. 1.1, 2(.,
utres en T
arres Fi antes Rep re 1 , )0 0. 0.(, 1.( (02.00arres Fi antes Rep re 2 , ( 10 .2( .2( 13.,arres Fi antes Rep re , (2 , 0.( 0.0 0. 13(.0(arres Fi antes Rep re ( , .1 0.0 .( (0.0(arres Fi antes Rep re ) , ( 1, 2. 0.1 .0(arres Fi antes Rep re , , ( 20 3.00 0. 3.arres Fi antes Rep re , )0 2.21 0.(, 2., 01.00arres Fi antes Rep re , ( 12 .30 0.0 3.20 220.0arres Fi antes Rep re 3 , ( 12 .0 0.0 3.10 21.(0arres Fi antes Rep re 10 , ( 12 .0 0.1 3.01 21,.2(arres Fi antes Rep re 11 , ( 20 3.20 0. 3.)arres Fi antes Rep re 12 20 3.10
N0arres Fi antes Rep re 1 , 12 1.)2 0.(, 1.3 11.
4a res Rep re 2 1 2 , 0.( 0.1 0. 21.0,
-
7/23/2019 ATTACHEMENT AGHBALA (1).xls
42/45
43
aBtre douvrage : MEN de ni&Mellal A8"ite8tes :NO(DDINE SAAD 7$D du 8adre HaG?&.$0.V,G0. W
7$D de ltrier Ha ou ?&.$.4V,G0.
$E$T : F$A$A$E$T7$D de l>ingle Ha ou ?&.$.4G0.
Mar8" n :.3%$I%,.0, Entre>rise :Merous Travaux
MINUTE DE CA7CU7 DES ACIE(S EN E7E*ATION
E7EMENTS EN ETON A(ME ACIE(S TO(
DESI'NATIONSDimensionsongueu
ro8"et(e8ouv
T5 T3 T0. T0,?arres n8rag
oet : T(A*AU DETENSION DES CO77E'ES SIDI AME(U#A7I A A'#A7A
Wa ?
N?s
N%E
7&D
Epin6 es Rep re 1 1 2 , 0. 0. 1.11 23.3
N0arres Fi antes Rep re 1 , 12 1.)2 0.(, 1.3 11.
4a res Rep re 2 1 2 , 0.( 0.1 0. 21.0,Epin6 es Rep re 1 1 2 , 0. 0. 1.11 23.3
SER;ATI+NS 9+NER T+TA9E ,.3, 2(,.1 13., 2().,1
$+IDS / M9 0.222 0.3) 0.,1 0.
$+IDS T+TA9 / DIAMETR 1,. 3,2.23 122.02 202.30
T+TA9 4/2.4$21
DA77E !7EINE4+;ERTRE TERRASSE
Jo nt 'au8 earres on6itu ina es T1( In 1 )) 1( 1.0 1.(0 1., ###arres trans%ersa es T1( In 1 12, 1( 11.0 1.(0 ###
arres lon6itu'inales T12 Sup 1 )) 12 1.0 1.20 0.2 ### 113.,0arres trans%ersa es T12 Sup 1 12, 12 11.0 1.20 ### 1,(2.
arres on6itu ina es T10 In et Sup 2 1 10 1.0 1.00 1.20 ### 1(.00Triteau 1 ((( 10 1.,0 1.,0 03.3
Jo nt Dro tearres on6itu ina es T1( In 1 )) 1( 1(., 1.(0 0.( ###arres trans%ersa es T1( In 1 33 1( 11.0 1.(0 ###
arres on6itu ina es T12 Sup 1 )) 12 1(., 1.20 0.2 ### 303.3arres trans%ersales T12 Sup 1 33 12 11.0 1.20 ### 120.)0
arres on6itu ina es T10 In et Sup 2 1 10 1(., 1.00 0.,0 ### ))1.,)Triteau 1 () 10 1.,0 1.,0 ))2.2(
A8rotereJo nt 'au8 e
arres Een attentes 1 0 13.00 0.(0 0.3, ### 1,22.01arres trans%ersa es 2 12 11.0 0.(0 ### 11).0
Jo nt Dro tearres Een attentes 1 0 1(. 0.(0 0.3, ### 123(.0
-
7/23/2019 ATTACHEMENT AGHBALA (1).xls
43/45
44
aBtre douvrage : MEN de ni&Mellal A8"ite8tes :NO(DDINE SAAD 7$D du 8adre HaG?&.$0.V,G0. W
7$D de ltrier Ha ou ?&.$.4V,G0
$E$T : F$A$A$E$T7$D de l>ingle Ha ou ?&.$.4G0.
Mar8" n :.3%$I%,.0, Entre>rise :Merous Travaux
MINUTE DE CA7CU7 DES ACIE(S EN E7E*ATION
E7EMENTS EN ETON A(ME ACIE(S TO(
DESI'NATIONSDimensionsongue
ro8"et(e8ouv
T5 T3 T0. T0,?arres n8rag
oet : T(A*AU DETENSION DES CO77E'ES SIDI AME(U#A7I A A'#A7A
Wa ?
N?s
N%E
7&D
arres trans%ersales 2 100 11.) 0.(0 ### 2(().32
SER;ATI+NS 9+NER T+TA9E 0.00 (.0 2)2. (32.(
$+IDS / M9 0.222 0.3) 0.,1 0.
$+IDS T+TA9 / DIAMETR 0.00 (. 1))3.,( ((1).)
T+TA9 04/23+$01
SER;ATI+NS 9+NER T+TA9E ).32 200,3.0, 232.0 110.
$+IDS / M9 0.222 0.3) 0.,1 0.
$+IDS T+TA9 / DIAMETR 1,.(, 32.2 10., 3().3
T+TA9 +0/150$,.
-
7/23/2019 ATTACHEMENT AGHBALA (1).xls
44/45
Pa e : 1/45 R+YAME D MAR+4
MINISTERE DE 9ED4ATI+N NATI+NA9E DE 9CENSEINEMENT S$ERIER
DE 9A F+RMATI+N DES 4ADRES ET DE 9A RE45ER45E S4IENTIFIJE
SE4RETARIAT DCETAT 45ARE DE 9CENSEINEMENT S4+9AIRE
A4ADEMIE REI+NA9E DED4ATI+N ET DE F+RMATI+N
REI+N TAD9A-AZI9A9
t uni>ue $roet 'Cetension 'u lues
-
7/23/2019 ATTACHEMENT AGHBALA (1).xls
45/45
Pa e : 2/45
- 'e 010 M2 1(.
$++ 'oule loison en a66los reu 'e 01)B010 M2 22.)
-% & ENDUIT
$+2 En'uit et"rieur au mortier @tar' lisse rusti>ue ou trise
$25 Tale 'e salle 'e pr"paration 'e )0 00 1.00
C% & ETANC#EITE
$.0 4!ape 'e lissa6e MV (2.,2
$., Etan!"it" monoou!e auto-prot"6"e 'e ( mm MV (2.,2$.+ Relie& 'C"tan!7it" monoou!e MV 0.)
D % & MENUISE(IE OIS ET META77IUE
$.2 Fentre %itr"e MV ,0.(2
E% & !7OME(IE % A!!A(EI7S SANITAI(ES
$., 4analisation en pol