attachement aghbala (1).xls

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  • 7/23/2019 ATTACHEMENT AGHBALA (1).xls

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    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

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    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

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    .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

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    E.10 Etinteur 8 pou're polue la>u"esur murs et pla&on's

    sur menuiserie ois

    $einture 6l

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    .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 :

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    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

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    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

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    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

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    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

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    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

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    aBtre douvrage : MEN de ni&MellalMar8" n: .3%$I%,.0,

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    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

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    -------&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 ).,

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    Sur &aa'e 'roite 1 11.0) .0 ,.13

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    En'uit et"rieur au mortier @tar' lisse rusti>ue ou tlaLonds

    (DC

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    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.,(

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    9aoratoire 1 21., .10 ,,.22

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    $oteau 1.,0 .) .)2

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    Esaliers 1 ,.(( 1.,) 10.,

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    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 ,.)

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    -1 0.,0 0.0 -0.(2

    ETA'E

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    $reau 1 0 .2) 3.)0

    alerie 1 1(.( .(0 (.3,

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    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

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    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

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    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

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    !ot+ ,aade (rinci(a*e et arriere 2 ,.1) 1.)0 10.()

    !ot+ ,aade droite et gauche 2 11.0) 1.)0 .1)

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    ( 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 ./-.

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    C% & ETANC#EITE

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    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

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    D % & MENUISE(IE OIS ET META77IUE

    0( ;en=tre vitre

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    ETA'E

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    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

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    12

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    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. . . . .

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  • 7/23/2019 ATTACHEMENT AGHBALA (1).xls

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    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,

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    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

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    14

    aBtre douvrage : MEN de ni&Mellal A!itete N+RDDINE SAAD 7$D du 8adre HaG?&.$0.V,G0. W

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    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,

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    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

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    arres Ulantes !autes 2 10 .0 0.) 0.,0 (.3 23.,0

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    15

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    (e8ouveT5 T3 T0. T0

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    es / Files O)-,P

    arres Ulantes !autes 2 10 .0 0.) (.2 2).(0arres Ulantes asses 2 12 .0 0.) (.2 2)

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    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

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    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

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    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

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    16

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    MINUTE DE CA7CU7 DES ACIE(S EN ;ONDATIONS

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    DESI'NATIONS Dimensions 7ongueurCro8"ets

    (e8ouveT5 T3 T0. T0,

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    DESI'NATIONSDimensionsongueu

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    DESI'NATIONSDimensionsongue

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    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).(

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    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.,

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    MINUTE DE CA7CU7 DES ACIE(S EN E7E*ATION

    E7EMENTS EN ETON A(ME ACIE(S TO(

    DESI'NATIONSDimensionsongueu

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    MINUTE DE CA7CU7 DES ACIE(S EN E7E*ATION

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    DESI'NATIONSDimensionsongue

    ro8"et(e8ouv

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    arres Fi antes Rep re 1 .,( .,( 10.32arres Fi antes Rep re 1 12 (.2 0.0 (.,2 1.,

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    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

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    MINUTE DE CA7CU7 DES ACIE(S EN E7E*ATION

    E7EMENTS EN ETON A(ME ACIE(S TO(

    DESI'NATIONSDimensionsongue

    ro8"et(e8ouv

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    4a res Rep re 3 1 2 , 1.1 0.1 1.( (1.((Etr Rep re 10 1 2 , 0.) 0. 0.31 2).(

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    MINUTE DE CA7CU7 DES ACIE(S EN E7E*ATION

    E7EMENTS EN ETON A(ME ACIE(S TO(

    DESI'NATIONSDimensionsongue

    ro8"et(e8ouv

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    MINUTE DE CA7CU7 DES ACIE(S EN E7E*ATION

    E7EMENTS EN ETON A(ME ACIE(S TO(

    DESI'NATIONSDimensionsongue

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    MINUTE DE CA7CU7 DES ACIE(S EN E7E*ATION

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    DESI'NATIONSDimensionsongue

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