Comparativo de Obra R vs PY

download Comparativo de Obra R vs PY

of 29

Transcript of Comparativo de Obra R vs PY

  • 7/25/2019 Comparativo de Obra R vs PY

    1/29

    Resumen General

    Item Descripcion Monto1.00 Eliminacion en Agua Potable por menor Ancho Zanja S. !"#$%&.1'".00 A(icional (e )bra *+ 0& , Relleno con Material Prestamo S. !1'#"%0.-0&.00 Epe(iente /ecnico Agua Potable S. 1-#&"-."&.00 Seguri(a( en )bra S. 10'$".'

    /otal S. '00#!1.%-

  • 7/25/2019 Comparativo de Obra R vs PY

    2/29

    Ancho Ep Ancho Proe. Elimina23110mm 0.!0 0.-0

    11#

    231!0mm 0.%0 0.-0

    23"00mm 0.%0 0.--Calculo de Eliminacion por Reduccion de A Zanjas 23"-0mm 0.%0 0.--2300mm 0.'0 0.!-

    4alle Inicio 5in /erreno Diametro /ub 6ongitu( Ancho Exped. Esponjamiento CamaValladolid RE 001 N =400mm 17.44 0.80 1.2 0.20

    Valladolid 001 002 N =400mm 282.!! 0.80 1.2 0.20

    A". A.A. Cace#es 002 00! N =400mm 1$0.!0 0.80 1.2 0.20

    A". A.A. Cace#es 00! !81 N =400mm 117.2! 0.80 1.2 0.20

    AV. Victo# Ra%l &. 'o##e RE 001 N =20mm 2(.8 0.70 1.2 0.1A". El )%e*lo 0(4 0$( N =1(0mm 10.2 0.70 1.2 0.1

    A". El )%e*lo 0$( 0$4 N =1(0mm 14.8 0.70 1.2 0.1

    A". El )%e*lo 0$4 0$ N =1(0mm 14.72 0.70 1.2 0.1

    A". El )%e*lo 0(4 0( N =1(0mm 41.!2 0.70 1.2 0.1

    &. A%#ich 102 101 N =110mm 11(.(! 0.(0 1.2 0.1

    $ de +ct%*#e 074 101 N =110mm 70.07 0.(0 1.2 0.1

    ,a Ca*a 078 07$ N =1(0mm 147.12 0.70 1.2 0.1

    ,a Ca*a 07$ 080 N =1(0mm 11.4! 0.70 1.2 0.1

    ,a Ca*a 080 081 N =110mm 12.81 0.(0 1.2 0.1

    A". )e#% 080 10$ N =110mm 11.7$ 0.(0 1.2 0.1

    A". )e#% 07$ 082 N =110mm $.$8 0.(0 1.2 0.1

    A". )e#% 082 08! N =110mm (0.8$ 0.(0 1.2 0.1

    A". )e#% 08! 084 N =110mm !.$( 0.(0 1.2 0.1

    A". )e#% 084 08 N =110mm $.28 0.(0 1.2 0.1

    A". )e#% 084 08( N =110mm (0.17 0.(0 1.2 0.1

    A". )e#% 08( 087 N =110mm .2$ 0.(0 1.2 0.1

    A". )e#% 087 088 N =110mm (.2 0.(0 1.2 0.1

    A". )e#% 088 08$ N =110mm $1.44 0.(0 1.2 0.1

    A". )e#% 08$ 0$0 N =110mm $0.$1 0.(0 1.2 0.1

    A". )e#% 0$0 0$1 N =110mm 74.0( 0.(0 1.2 0.1

    A". )e#% 0$1 0$2 N =110mm 0.00 0.(0 1.2 0.1

    A". )e#% 0$2 0$! N =110mm 8.! 0.(0 1.2 0.1

    A". )e#% 0$! 0$4 N =110mm 7.8 0.(0 1.2 0.1

    Ama-onas 0(( 0$2 N =110mm 14(.7$ 0.(0 1.2 0.1

    Chanca 0(7 0$1 N =110mm 14.( 0.(0 1.2 0.1

    &%asca# 0($ 0$0 N =110mm 144.4! 0.(0 1.2 0.1

  • 7/25/2019 Comparativo de Obra R vs PY

    3/29

    17 de /ao 071 08$ N =110mm 144.12 0.(0 1.2 0.1

    Atah%alpa 072 088 N =110mm 1!8.(1 0.(0 1.2 0.1

    El '#i%no 07! 08( N =110mm 14.04 0.(0 1.2 0.1

    $ de +ct%*#e 074 084 N =110mm 14.8$ 0.(0 1.2 0.1

    Con%ista 07 08! N =110mm 14(.1( 0.(0 1.2 0.1

    ose +laa 07( 082 N =110mm 14(.!2 0.(0 1.2 0.1

    Atah%alpa 072 100 N =110mm 7(.81 0.(0 1.2 0.1

    &%asca# 070 0$$ N =110mm 8(.1 0.(0 1.2 0.1

    Chanca 0(8 0$7 N =110mm 18.28 0.(0 1.2 0.1

    Chanca 0$7 0$8 N =110mm 71.48 0.(0 1.2 0.1

    &. A%#ich 0$8 0$$ N =110mm (7.48 0.(0 1.2 0.1

    &. A%#ich 0$$ 100 N =110mm 182.7( 0.(0 1.2 0.1

    Cha"in 10 10( N =110mm 4.$2 0.(0 1.2 0.1

    Cha"in 10( 107 N =110mm 82.7! 0.(0 1.2 0.1

    Cha"in 107 108 N =110mm 7.17 0.(0 1.2 0.1

    Cha"in 108 120 N =110mm .7! 0.(0 1.2 0.1

    Cha"in 120 11$ N =110mm 8.42 0.(0 1.2 0.1

    Cha"in 11$ 118 N =110mm !$.$( 0.(0 1.2 0.1

    A". )e#% 107 122 N =110mm (7.12 0.(0 1.2 0.1

    Ramondi 122 121 N =110mm 110.!2 0.(0 1.2 0.1

    3ella"ista 121 118 N =110mm (2.1$ 0.(0 1.2 0.1

    3ella"ista 118 11( N =110mm 4.2( 0.(0 1.2 0.1

    3ella"ista 11( 114 N =110mm (2.!8 0.(0 1.2 0.1

    3ella"ista 114 11 N =110mm 10.1 0.(0 1.2 0.1

    A*anca 114 11! N =110mm 8.8( 0.(0 1.2 0.1

    A*anca 112 11! N =110mm 7$.!1 0.(0 1.2 0.1

    A*anca 112 111 N =110mm 88.08 0.(0 1.2 0.1

    A*anca 112 112a N =110mm 4.00 0.(0 1.2 0.1

    El )o#"eni# 112 117 N =110mm 8.8( 0.(0 1.2 0.1

    El )o#"eni# 117 11$ N =110mm 4$.(8 0.(0 1.2 0.1

    Anamos 111 110 N =110mm 8.(1 0.(0 1.2 0.1Anamos 110 120 N =110mm 4$.$( 0.(0 1.2 0.1

    5mpe#io 10$ 110 N =110mm $0.! 0.(0 1.2 0.1

    5mpe#io 110 117 N =110mm 8(.( 0.(0 1.2 0.1

    5mpe#io 117 11( N =110mm (2.17 0.(0 1.2 0.1

    %sticia 2! 2!4 N =200mm 12.( 0.70 1.2 0.1

    &. A%#ich 2!7 2!8 N =110mm (0.8! 0.(0 1.2 0.1

    &. A%#ich 2!8 2!$ N =110mm .7 0.(0 1.2 0.1

    &. A%#ich 2!$ 240 N =110mm !$.(0 0.(0 1.2 0.1

    &. A%#ich 208 207 N =110mm 1!4.8 0.(0 1.2 0.1

  • 7/25/2019 Comparativo de Obra R vs PY

    4/29

    6caali 2!8 21( N =110mm 1!0.44 0.(0 1.2 0.1

    )#o#eso 2!$ 21 N =110mm 124.21 0.(0 1.2 0.1

    Chanca 240 214 N =110mm 11$.10 0.(0 1.2 0.1

    28 de %lio 211 211A N =110mm 112.8 0.(0 1.2 0.1

    Atah%alpa 208 20$ N =110mm 10.00 0.(0 1.2 0.1

    $ de +ct%*#e 207 20( N =110mm 82.1$ 0.(0 1.2 0.1

    A". an %an Este 127 127A N =1(0mm $.81 0.70 1.2 0.1

    A". an %an Este 127 12( N =110mm 148.0( 0.(0 1.2 0.1

    A". an %an Este 1!1 127 N =200mm 112.77 0.70 1.2 0.1

    A". an %an Este 1!1 1!2 N =200mm 70.4 0.70 1.2 0.1

    A". an %an Este 1!2 1!! N =1(0mm 7$.!! 0.70 1.2 0.1

    )sj. N 01$ 1!2A 1!23 N =7mm 4(. 0.(0 1.2 0.1

    an ,o#en-o 1!! 1!4 N =1(0mm (.47 0.70 1.2 0.1

    Alonso 6a#te 12$ 1!0 N =110mm 12(.!$ 0.(0 1.2 0.1

    Aac%cho No#te 1!0 1!1 N =110mm 8.!4 0.(0 1.2 0.1

    Aac%cho No#te 204 1!0 N =110mm $2.4 0.(0 1.2 0.1

    $ de +ct%*#e 20 20! N =110mm !2.74 0.(0 1.2 0.1

    $ de +ct%*#e 20! 204 N =110mm (4.($ 0.(0 1.2 0.1

    10 de +ct%*#e 204 144 N =110mm 4$.0 0.(0 1.2 0.1

    9os de /ao 202 14! N =110mm $7.8! 0.(0 1.2 0.1

    9os de /ao 14! 147 N =110mm ($.(4 0.(0 1.2 0.1

    9os de /ao 148 1!8 N =110mm 70.$8 0.(0 1.2 0.1

    /an%el :on-ales )#ada 1!$ 140 N =110mm 71.1 0.(0 1.2 0.1

    /an%el :on-ales )#ada 140 141 N =110mm ($.2 0.(0 1.2 0.1

    /an%el :on-ales )#ada 201 142 N =110mm 7!.! 0.(0 1.2 0.1

    eoane 200 1$$ N =110mm 1.47 0.(0 1.2 0.1

    )e;a 224 1$8 N =110mm !!.$( 0.(0 1.2 0.1

    an ,o#en-o 140 148 N =110mm (.78 0.(0 1.2 0.1

    an ,o#en-o 148 147 N =110mm 7.18 0.(0 1.2 0.1

    an ,o#en-o 147 14( N =110mm $.$2 0.(0 1.2 0.1

    an ,o#en-o 14( 14 N =110mm 2.(( 0.(0 1.2 0.1an ,o#en-o 14 1!4 N =110mm 22.(2 0.(0 1.2 0.1

    $ de +ct%*#e 144 14( N =110mm 70.22 0.(0 1.2 0.1

    $ de +ct%*#e 14 1!7 N =110mm 71.7( 0.(0 1.2 0.1

    ose +laa No#te 212 222 N =110mm 8(.22 0.(0 1.2 0.1

    ose +laa No#te 222 22! N =110mm 4!.1( 0.(0 1.2 0.1

    A". 3atan#ande 201 202 N =110mm ($.0$ 0.(0 1.2 0.1

    A". 3atan#ande 202 20! N =110mm 4.!4 0.(0 1.2 0.1

    '#es /a#ias 2!2 218 N =110mm 8!.($ 0.(0 1.2 0.1

    '#es /a#ias 218 21$ N =110mm 118.17 0.(0 1.2 0.1

  • 7/25/2019 Comparativo de Obra R vs PY

    5/29

    '#es /a#ias 21$ 220 N =110mm 111.82 0.(0 1.2 0.1

    '#es /a#ias 221 222 N =110mm (0.$0 0.(0 1.2 0.1

    A". El )%e*lo 2!4 2!! N =200mm 1((.2$ 0.70 1.2 0.1

    A". El )%e*lo 2!! 2!2 N =200mm 87.(7 0.70 1.2 0.1

    A". El )%e*lo 2!2 227 N =200mm $.21 0.70 1.2 0.1

    A". El )%e*lo 227 228 N =20mm $.(( 0.70 1.2 0.1

    an /a#tin 1$( 1$7 N =200mm 1!0. 0.70 1.2 0.1

    an /a#tin 1$8 1$$ N =200mm 4.74 0.70 1.2 0.1

    an /a#tin 1$$ 141 N =200mm 48.8( 0.70 1.2 0.1

    an /a#tin 141 142 N =200mm $.2! 0.70 1.2 0.1

    an /a#tin 142 14! N =200mm (4.0! 0.70 1.2 0.1

    an /a#tin 14! 144 N =200mm 2.7 0.70 1.2 0.1

    an /a#tin 144 1!2 N =200mm 70.(7 0.70 1.2 0.1

    A". Victo# /%#o 2!1 2!1A N =110mm 144.74 0.(0 1.2 0.1

    A". Victo# /%#o 2!0 2!1 N =110mm 11.!1 0.(0 1.2 0.1

    A". El )%e*lo 241 2!0 N =20mm !1.! 0.70 1.2 0.1

    A". an %an Este 1! 1!( N =1(0mm 10.40 0.70 1.2 0.1

    A". an %an Este 1!4 1! N =1(0mm $.(7 0.70 1.2 0.1

    A". an %an Este 1! 1!A N =1(0mm 17.$0 0.70 1.2 0.1

    A". El Ca#men 1!$ 1!8 N =110mm (.48 0.(0 1.2 0.1

    A". El Ca#men 1!8 1!7 N =110mm ($.$0 0.(0 1.2 0.1

    A". El Ca#men 1!7 1!(A N =110mm (.00 0.(0 1.2 0.1

    A". El Ca#men 1!(A 1!( N =1(0mm (.! 0.70 1.2 0.1

    A". an %an Este 1!(A 1(1 N =1(0mm 2$.2 0.70 1.2 0.1

    7 de %nio 1!A 14 N =110mm 20.! 0.(0 1.2 0.1

    7 de %nio 14 1 N =110mm 70.1 0.(0 1.2 0.1

    A". Villa /e#cedes 14 17( N =110mm 1.! 0.(0 1.2 0.1

    A". Villa /e#cedes 17( 177 N =110mm 17.10 0.(0 1.2 0.1

    e#%salen 177 178 N =110mm 7.(( 0.(0 1.2 0.1

    3%enos Ai#es 178 178A N =110mm !(.12 0.(0 1.2 0.1

    8 de +ct%*#e 1(A 1( N =1(0mm 8.($ 0.70 1.2 0.18 de +ct%*#e 1( 1(4 N =1(0mm 118.22 0.70 1.2 0.1

    8 de +ct%*#e 1(4 1(! N =1(0mm (4.$$ 0.70 1.2 0.1

    )#ol 8 de +ct%*#e 1(2 1(2A N =110mm 1(.12 0.(0 1.2 0.1

    )#ol 8 de +ct%*#e 1(2A 1(23 N =110mm 11.18 0.(0 1.2 0.1

    )#ol 8 de +ct%*#e 1(23 1(2C N =110mm 218.1 0.(0 1.2 0.1

    )#ol 8 de +ct%*#e 1(2C 1(29 N =110mm !24.4! 0.(0 1.2 0.1

    A". El Ca#men 12 11 N =110mm 100.00 0.(0 1.2 0.1

    A". El Ca#men 11 10 N =110mm 112.$! 0.(0 1.2 0.1

    A". El Ca#men 10 14$ N =110mm (.!8 0.(0 1.2 0.1

  • 7/25/2019 Comparativo de Obra R vs PY

    6/29

    A". El Ca#men 14$ 1(1 N =110mm ((.2! 0.(0 1.2 0.1

    9os de /ao 14$ 1$ N =110mm .!( 0.(0 1.2 0.1

    e#%salen 17$ 17$A N =110mm 11.(8 0.(0 1.2 0.1

    e#%salen 17$A 17$3 N =110mm 1$.!1 0.(0 1.2 0.1

    e#%salen 178 17$3 N =110mm 1!4.1! 0.(0 1.2 0.1

    /an%el :on-ales )#ada 1!$ 10 N =110mm 17.7! 0.(0 1.2 0.1

    )sj ,os :e#anios 21 248 N =110mm 2$.08 0.(0 1.2 0.1

    )sj ,os :e#anios 248 20 N =110mm 4.$( 0.(0 1.2 0.1

    Calle N1 247 24$ N =110mm 4.$( 0.(0 1.2 0.1

    Calle N14 24( 24 N =110mm 47.10 0.(0 1.2 0.1

    Calle N1! 244 244A N =110mm 0.20 0.(0 1.2 0.1

    'ami 248 247 N =110mm !4.$8 0.(0 1.2 0.1

    'ami 24( 247 N =110mm !7.10 0.(0 1.2 0.1

    'ami 2443 24! N =110mm !0.40 0.(0 1.2 0.1

    'ami 244A 2443 N =110mm 7.$ 0.(0 1.2 0.1

    Calle N7 20 24$ N =110mm !4.$8 0.(0 1.2 0.1

    Calle N7 24 24$ N =110mm !7.02 0.(0 1.2 0.1

    Calle N7 244 24 N =110mm 27.$0 0.(0 1.2 0.1

    Calle N7 244 24! N =110mm 4.(0 0.(0 1.2 0.1

    Calle N7 24! 242 N =110mm 22.( 0.(0 1.2 0.1

    )#o#eso !27 !!1 N =110mm 11(.0( 0.(0 1.2 0.1

    )#ol 5lo !28 !2$ N =110mm 22.(0 0.(0 1.2 0.1

    )#ol 5lo !27 !28 N =110mm 127.00 0.(0 1.2 0.1

    )#ol 5lo !2 !2( N =110mm 21.72 0.(0 1.2 0.1

    )#ol 5lo !2( !27 N =110mm 18.$! 0.(0 1.2 0.1

    Calle N18 !04 !0( N =110mm (2.20 0.(0 1.2 0.1

    E. :%e"a#a !08 !0$ N =110mm (2.27 0.(0 1.2 0.1

    Calle N1$ !02 !0! N =110mm (8.00 0.(0 1.2 0.1

    :on-ales 3%#a !1$ !20 N =110mm 47.8! 0.(0 1.2 0.1

    :on-ales 3%#a !21 !21A N =110mm 20.$0 0.(0 1.2 0.1

    oltin !21A !213 N =110mm !2.1( 0.(0 1.2 0.1oltin !11 !213 N =110mm 7.0 0.(0 1.2 0.1

    )sj. /%#o !21 !20 N =110mm 1(.10 0.(0 1.2 0.1

    A#e%ipa 280 281 N =110mm 80.2 0.(0 1.2 0.1

    A#e%ipa 27$ 278 N =110mm (.7 0.(0 1.2 0.1

    A". El )%e*lo N =110mm 1!.70 0.(0 1.2 0.1

    )#olomaci

  • 7/25/2019 Comparativo de Obra R vs PY

    7/29

    A". El )%e*lo 22 20 N =1(0mm 14.01 0.70 1.2 0.1

    A". El )%e*lo 20 1$ N =1(0mm 1!.7 0.70 1.2 0.1

    A". El )%e*lo 18 1$ N =1(0mm 7.(( 0.70 1.2 0.1

    . Ca#los /a#iate%i 11 10 N =110mm 78.!8 0.(0 1.2 0.1

    ,%is elipe de las Casas 14 1! N =110mm 0.00 0.(0 1.2 0.1,%is elipe de las Casas 1! 12 N =110mm 74.$$ 0.(0 1.2 0.1

    )sj. /%;o- 0$ 08 N =110mm 77.$8 0.(0 1.2 0.1

    /a#iscal Nieto 04 0 N =1(0mm 80.! 0.70 1.2 0.1

    /a#iscal Nieto 0 0( N =1(0mm 4$.(1 0.70 1.2 0.1

    /a#iscal Nieto 0( 07 N =1(0mm 8.(7 0.70 1.2 0.1

    :%ille#mo de la lo# 0 10 N =110mm 10.7 0.(0 1.2 0.1

    :%ille#mo de la lo# 10 14 N =110mm 2(.4( 0.(0 1.2 0.1

    :%ille#mo de la lo# 14 14A N =110mm 11.4! 0.(0 1.2 0.1

    :%ille#mo de la lo# 14A 18 N =110mm 14(.77 0.(0 1.2 0.1

    anta Rosa 01 4$( N =110mm $(.2$ 0.(0 1.2 0.1

    )sj. an /a#tin 47( 471 N =110mm 110.!0 0.(0 1.2 0.1

    Nicano# Ca#mona !77 !7( N =20mm 21.7! 0.70 1.2 0.1

    A". )aciico !7( !71 N =1(0mm $.$8 0.70 1.2 0.1

    A". )aciico !71 !70 N =1(0mm (.$4 0.70 1.2 0.1

    )sj. A#entina !70 !($ N =1(0mm 2.4! 0.70 1.2 0.1

    )sj. A#entina !($ !(8 N =110mm 41.7( 0.(0 1.2 0.1

    )sj. A#entina !(8 !(7 N =110mm 78.77 0.(0 1.2 0.1

    )sj. A#entina !(7 !(( N =110mm 4$.40 0.(0 1.2 0.1

    )sj. A#entina !(( !( N =110mm 2.( 0.(0 1.2 0.1

    Rica#do )alma !($ !(! N =1(0mm 1!4.$1 0.70 1.2 0.1

    Rica#do )alma !(! !(2 N =1(0mm 7!.8( 0.70 1.2 0.1

    N. Ca#mona !(7 !(4 N =110mm $0.10 0.(0 1.2 0.1

    A. de +so#io !(( !( N =110mm 74.70 0.(0 1.2 0.1

    )#ol. %c#e !(! !(4 N =110mm 0.20 0.(0 1.2 0.1

    )#ol. %c#e !( !(4 N =110mm 4$.0 0.(0 1.2 0.1

    )#ol. %c#e !( !4 N =110mm !.20 0.(0 1.2 0.1)#ol. A#e%ipa !(2 ! N =110mm 100.!0 0.(0 1.2 0.1

    )#ol. A#e%ipa !(1 !( N =110mm 127.20 0.(0 1.2 0.1

    Ace%ia oltin !(0 !(1 N =110mm 1!.(0 0.(0 1.2 0.1

    ose +laa !(0 !8 N =110mm 2.$ 0.(0 1.2 0.1

    ose +laa !(0 !(0A N =110mm 17.$1 0.(0 1.2 0.1

    Ace%ia /o#ales !81 !81A N =1(0mm 17.! 0.70 1.2 0.1

    Ace%ia /o#ales !81A !813 N =1(0mm (1.( 0.70 1.2 0.1

    Ace%ia /o#ales !813 !81C N =1(0mm 14$.27 0.70 1.2 0.1

    Ace%ia /o#ales !81C !819 N =1(0mm 10.11 0.70 1.2 0.1

  • 7/25/2019 Comparativo de Obra R vs PY

    8/29

    Ace%ia /o#ales !819 !81E N =1(0mm 11.7( 0.70 1.2 0.1

    Ace%ia oltin !77 !77A N =1(0mm 10$.40 0.70 1.2 0.1

    Ace%ia oltin !77A !773 N =1(0mm $.1! 0.70 1.2 0.1

    Ace%ia oltin !773 !77C N =1(0mm 18.0 0.70 1.2 0.1

    A". A. A. Cace#es !80 !81 N =!1mm 8(.07 0.80 1.2 0.20A". A. A. Cace#es !78 !80 N =!1mm 1(4.1! 0.80 1.2 0.20

    A". A. A. Cace#es !8! 400 N =!mm 1!.27 0.80 1.2 0.20

    Calle 1 !$8 !$8A N =200mm $.8 0.70 1.2 0.1

    Calle 1 !$8A !$7 N =200mm !.(0 0.70 1.2 0.1

    Calle 1 !$( !$7 N =200mm $.!1 0.70 1.2 0.1

    Calle 1 !$A !$( N =200mm 14.1 0.70 1.2 0.1

    A". )aciico !$4 !$A N =200mm 114.0 0.70 1.2 0.1

    A". )aciico !$4 !$! N =200mm (0.(8 0.70 1.2 0.1

    A". )aciico !$2 !$! N =200mm 111.1( 0.70 1.2 0.1

    A". )aciico !$2 !$2A N =200mm $.$ 0.70 1.2 0.1

    A". )aciico !$2A 422 N =200mm !(.!! 0.70 1.2 0.1

    A". )aciico 422 422A N =200mm 1!.01 0.70 1.2 0.1

    5nenie#ia !$4 !$4A N =200mm $.2 0.70 1.2 0.1

    Casimi#o Ch%man !$1 !$2 N =20mm 12!.04 0.70 1.2 0.1

    A". )aciico !$0 !$1 N =20mm 7.!0 0.70 1.2 0.1

    Cesa# olis 3a##aan !$1 !$1A N =20mm 12.08 0.70 1.2 0.1

    Cesa# olis 3a##aan !$0 !$0A N =20mm 11.7 0.70 1.2 0.1

    Casimi#o Ch%man !$0 !8$ N =20mm 1.4 0.70 1.2 0.1

    Casimi#o Ch%man !8$ !88 N =20mm .1! 0.70 1.2 0.1

    :i#asoles !8$ !8$A N =20mm $.$7 0.70 1.2 0.1

    Rami#o )#iale !88 !87 N =20mm 4!.81 0.70 1.2 0.1

    Rami#o )#iale !87 !8( N =20mm 22.!8 0.70 1.2 0.1

    5sa*el )e#es de 'o##es !8 !8( N =20mm $(.04 0.70 1.2 0.1

    A". 5ncanato !84 !8 N =20mm 2!0.48 0.70 1.2 0.1

    A". 5ncanato !8! !84 N =20mm 2!.(! 0.70 1.2 0.1

    ,os Ala##o*os 420 41$ N=110mm

    !.!2 0.(0 1.2 0.1

    ,os Ala##o*os 41$ 418A N =110mm 27.!$ 0.(0 1.2 0.1

    ,os Ala##o*os 418A 418 N =110mm 2.7! 0.(0 1.2 0.1

    ,os Ala##o*os 418 417 N =110mm 4$. 0.(0 1.2 0.1

    Ch%man 4! 41$ N =110mm 42.0 0.(0 1.2 0.1

    A". )aciico 4!7 4!7A N =110mm (!.(0 0.(0 1.2 0.1

    anta Rosa 4!( 4!7 N =110mm 2.( 0.(0 1.2 0.1

    anta Rosa 4!7 4!8 N =110mm 4.00 0.(0 1.2 0.1

    A". )aciico 424 42 N =110mm 100.00 0.(0 1.2 0.1

    ,os /anos 421 42! N =110mm 42.27 0.(0 1.2 0.1

  • 7/25/2019 Comparativo de Obra R vs PY

    9/29

    )sj. an 5sid#o 427 42( N =110mm $!.00 0.(0 1.2 0.1

    Ve#ona 42! 424 N =110mm 22.0! 0.(0 1.2 0.1

    Ve#ona 427 42! N =110mm 2!.2 0.(0 1.2 0.1

    Ve#ona 427 428 N =110mm 2.81 0.(0 1.2 0.1

    A". )aciico 4!8 4!8A N =110mm !.$8 0.(0 1.2 0.1A". )aciico 40A 403 N =110mm 2(.71 0.(0 1.2 0.1

    an )ed#o 40 40A N =110mm 47.82 0.(0 1.2 0.1

    28 de %lio 40( 40 N =110mm 4.2 0.(0 1.2 0.1

    2$ de %lio 40 404 N =110mm (.0 0.(0 1.2 0.1

    5nenie#ia 407 40( N =110mm (.22 0.(0 1.2 0.1

    5nenie#ia 40( 40(A N =110mm 2.00 0.(0 1.2 0.1

    /i#alo#es 407 408 N =110mm $7.1 0.(0 1.2 0.1

    /i#alo#es 40$ 408 N =110mm 18.8 0.(0 1.2 0.1

    /i#alo#es 407 4!( N =110mm (4.8 0.(0 1.2 0.1

    5nenie#ia 407 412 N =110mm (1.71 0.(0 1.2 0.1

    an /a#tin 441 442 N =110mm 4.!! 0.(0 1.2 0.1

    )#ol. ! /a#ias %# 44! 442 N =110mm 10.80 0.(0 1.2 0.1

    )#ol. ! /a#ias %# 444 44! N =110mm !8.00 0.(0 1.2 0.1

    )#ol. ! /a#ias %# 44 444 N =110mm !.0 0.(0 1.2 0.1

    $ de +ct%*#e 44( 44 N =110mm 40.20 0.(0 1.2 0.1

    )#ol. ! /a#ias %# 444 447A N =110mm !!.!$ 0.(0 1.2 0.1

    )#ol. ! /a#ias %# 447 447A N =110mm !.7( 0.(0 1.2 0.1

    e"illa !! !!A N =110mm 12!.( 0.(0 1.2 0.1

    CA,,E 1! ! !A N =110mm 101.! 0.(0 1.2 0.1

    >N !( !(A N =1(0mm (.12 0.70 1.2 0.1

    CA,,E 14 ! !( N =110mm (8.40 0.(0 1.2 0.1

    CA,,E 14 ! !! N =110mm 4!.00 0.(0 1.2 0.1

    CA,,E 14 !! !4 N =110mm 101.$0 0.(0 1.2 0.1

    A". A. A. Cace#es (0 !4 N =1(0mm 1.40 0.70 1.2 0.1

    A". A. A. Cace#es !4 !4A N =1(0mm 11.1 0.70 1.2 0.1

    A". A. A. Cace#es (1 (0 N=1(0mm

    $2.0 0.70 1.2 0.1

    A". A. A. Cace#es (! (1 N =1(0mm $1.40 0.70 1.2 0.1

    Valencia (! (4 N =200mm 0.00 0.70 1.2 0.1

    Valencia (4 28 N =200mm 1.41 0.70 1.2 0.1

    Valencia 28 ! N =200mm 111.40 0.70 1.2 0.1

    Valencia ! 4! N =200mm 1!2.8! 0.70 1.2 0.1

    a#ao-a (1 (2 N =110mm 0.00 0.(0 1.2 0.1

    a#ao-a (2 !0 N =110mm 1.40 0.(0 1.2 0.1

    /ad#id (2 (4 N =110mm $1.41 0.(0 1.2 0.1

    /ad#id (2 $ N =110mm $2.0 0.(0 1.2 0.1

  • 7/25/2019 Comparativo de Obra R vs PY

    10/29

    Valladolid (0 $ N =110mm 0.00 0.(0 1.2 0.1

    Valladolid $ !2 N =110mm 1.40 0.(0 1.2 0.1

    Valladolid !2 !7 N =110mm 111.40 0.(0 1.2 0.1

    Valladolid !7 !8 N =110mm 88.7 0.(0 1.2 0.1

    >N !( !(3 N =1(0mm 40.2( 0.70 1.2 0.1e"illa !1 !2 N =110mm 44.0 0.(0 1.2 0.1

    e"illa !0 !1 N =110mm 48.00 0.(0 1.2 0.1

    e"illa !0 2$ N =110mm 47.!4 0.(0 1.2 0.1

    e"illa 2$ 28 N =110mm 44.04 0.(0 1.2 0.1

    e"illa 28 27 N =110mm 0.!( 0.(0 1.2 0.1

    >N 2( 27 N =110mm !.$ 0.(0 1.2 0.1

    >N !1 8 N =110mm (1.!0 0.(0 1.2 0.1

    >N 8 7 N =110mm 0.10 0.(0 1.2 0.1

    >N 7 ( N =110mm 44.00 0.(0 1.2 0.1

    >N ( !$ N =110mm .42 0.(0 1.2 0.1

    >N 8 8A N =110mm $.!4 0.(0 1.2 0.1

    >N ( N =110mm $.!4 0.(0 1.2 0.1

    >N !8 !$ N =110mm 4.7$ 0.(0 1.2 0.1

    >N 40 !$ N =110mm 2$.$2 0.(0 1.2 0.1

    >N 41 40 N =110mm ((.27 0.(0 1.2 0.1

    >N 7 !7 N =1(0mm 44.0 0.70 1.2 0.1

    >N 7 4 N =1(0mm $.! 0.70 1.2 0.1

    Calle 7 27 8A N =110mm 0.!( 0.(0 1.2 0.1

    >N 8A 4 N =110mm 0.10 0.(0 1.2 0.1

    >N 4 N =110mm 44.00 0.(0 1.2 0.1

    >N 41 N =110mm (2.0 0.(0 1.2 0.1

    >N 41 42 N =110mm 1.(1 0.(0 1.2 0.1

    >N 4 ! N =1(0mm 44.02 0.70 1.2 0.1

    >N 42 4! N =110mm 4.28 0.(0 1.2 0.1

    >N 44 4! N =110mm 1.87 0.(0 1.2 0.1

    >N 44 44A N =110mm 12.! 0.(0 1.2 0.1

    >N 44A 4 N =110mm 121.11 0.(0 1.2 0.1

    >N 1 ! N =1(0mm 0.!8 0.70 1.2 0.1

    Calle 27 2 N =110mm (1.00 0.(0 1.2 0.1

    Calle 2 1 N =110mm 0.40 0.(0 1.2 0.1

    Calle 1 0 N =110mm 4!.20 0.(0 1.2 0.1

    Calle 0 4$ N =110mm (2.0( 0.(0 1.2 0.1

    Calle 4$ 44 N =110mm !$.! 0.(0 1.2 0.1

    >N 2 ( N =110mm 8.24 0.(0 1.2 0.1

    >N (( 1 N =1(0mm 82.08 0.70 1.2 0.1

  • 7/25/2019 Comparativo de Obra R vs PY

    11/29

    >N (8 ($ N =110mm 2$.14 0.(0 1.2 0.1

    >N ($ 70 N =110mm 8.10 0.(0 1.2 0.1

    >N ($ 47 N =110mm (2.0( 0.(0 1.2 0.1

    >N 70 48 N =110mm (2.0( 0.(0 1.2 0.1

    >N 43 47 N =110mm !1.$0 0.(0 1.2 0.1>N 48 47 N =110mm 8.10 0.(0 1.2 0.1

    >N 48 4$ N =110mm 17.$8 0.(0 1.2 0.1

    >N 70 0 N =110mm 17.$$ 0.(0 1.2 0.1

    Ace%ia /o#ales 2( ( N =110mm (1.18 0.(0 1.2 0.1

    Ace%ia /o#ales ( (A N =110mm 1.!2 0.(0 1.2 0.1

    Ace%ia /o#ales (A (( N =110mm 41.8( 0.(0 1.2 0.1

    Ace%ia /o#ales (( (7 N =110mm !2.$$ 0.(0 1.2 0.1

    Ace%ia /o#ales (7 (8 N =110mm 17.2 0.(0 1.2 0.1

    Ace%ia /o#ales (8 (8A N =110mm !7.4$ 0.(0 1.2 0.1

    Ace%ia /o#ales (8A 4( N =110mm 2.! 0.(0 1.2 0.1

    Ace%ia /o#ales 43 4( N =110mm (.74 0.(0 1.2 0.1

    Ace%ia /o#ales 43 4A N =110mm 20.42 0.(0 1.2 0.1

    Ace%ia /o#ales 4 4A N =110mm 17.80 0.(0 1.2 0.1

  • 7/25/2019 Comparativo de Obra R vs PY

    12/29

    cion Ep. Eliminacion P. Di7erencia Precio /otal

    0.&! '#$0.-- "#0$$.'1 "$.$$ 62,973.18

    '%*e#ia Rellleno )a"imento Eliminacion 1 eliminacion " Ancho P0.40 0.0 0.00 1$.18 1.$ 0.!-0.40 0.0 0.00 !10.( 22.!! 0.!-0.40 0.0 0.00 20$.!! 170.08 0.!-0.40 0.0 0.00 128.$ 104.77 0.!-0.2 0.! 0.00 17.44 1!.71 0.--

    0.1( 0.!0 0.00 (.!2 40.2! 0.-00.1( 0.!0 0.00 7.78 .( 0.-00.1( 0.!0 0.00 7.8( .(1 0.-00.1( 0.!0 0.00 22.0 1.7 0.-00.11 0.!0 0.00 48.$8 40.82 0.-00.11 0.!0 0.00 2$.4! 24.2 0.-00.1( 0.!0 0.00 78.! (.0$ 0.-00.1( 0.!0 0.00 (.10 4.!( 0.-00.11 0.!0 0.00 .!8 4.48 0.-00.11 0.!0 0.00 4.$ 4.1! 0.-00.11 0.!0 0.00 2.1$ 20.$$ 0.-00.11 0.!0 0.00 2.7 21.!1 0.-00.11 0.!0 0.00 22.(( 18.8$ 0.-00.11 0.!0 0.00 !.$0 !.2 0.-00.11 0.!0 0.00 2.27 21.0( 0.-00.11 0.!0 0.00 2!.22 1$.! 0.-00.11 0.!0 0.00 2.(! 2.1$ 0.-00.11 0.!0 0.00 !8.40 !2.00 0.-00.11 0.!0 0.00 !8.18 !1.82 0.-00.11 0.!0 0.00 !1.11 2.$2 0.-00.11 0.!0 0.00 21.00 17.0 0.-00.11 0.!0 0.00 !.8 2.$$ 0.-00.11 0.!0 0.00 !.!0 2.7 0.-00.11 0.!0 0.00 (1.( 1.!8 0.-00.11 0.!0 0.00 (1.17 0.$8 0.-00.11 0.!0 0.00 (0.(( 0. 0.-0

  • 7/25/2019 Comparativo de Obra R vs PY

    13/29

    0.11 0.!0 0.00 (0.! 0.44 0.-00.11 0.!0 0.00 8.22 48.1 0.-00.11 0.!0 0.00 (0.$2 0.7( 0.-00.11 0.!0 0.00 (1.27 1.0( 0.-00.11 0.!0 0.00 (1.!$ 1.1( 0.-00.11 0.!0 0.00 (1.4 1.21 0.-00.11 0.!0 0.00 !2.2( 2(.88 0.-00.11 0.!0 0.00 !(.18 !0.1 0.-00.11 0.!0 0.00 7.(8 (.40 0.-00.11 0.!0 0.00 !0.02 2.02 0.-00.11 0.!0 0.00 28.!4 2!.(2 0.-00.11 0.!0 0.00 7(.7( (!.$7 0.-00.11 0.!0 0.00 2.07 1.72 0.-00.11 0.!0 0.00 !4.7 28.$( 0.-00.11 0.!0 0.00 !.01 2.1 0.-00.11 0.!0 0.00 2!.41 1$.1 0.-00.11 0.!0 0.00 !.88 2$.$0 0.-00.11 0.!0 0.00 1(.78 1!.$$ 0.-00.11 0.!0 0.00 28.1$ 2!.4$ 0.-00.11 0.!0 0.00 4(.!! !8.(1 0.-00.11 0.!0 0.00 2(.12 21.77 0.-00.11 0.!0 0.00 22.7$ 18.$$ 0.-00.11 0.!0 0.00 2(.20 21.8! 0.-0

    0.11 0.!0 0.00 4.41 !.(8 0.-00.11 0.!0 0.00 !.72 !.10 0.-00.11 0.!0 0.00 !!.!1 27.7( 0.-00.11 0.!0 0.00 !(.$$ !0.8! 0.-00.11 0.!0 0.00 18.$0 1.7 0.-00.11 0.!0 0.00 24.72 20.(0 0.-00.11 0.!0 0.00 20.87 17.!$ .0.11 0.!0 0.00 24.(2 20.1 .0.11 0.!0 0.00 20.$8 17.4$ .0.11 0.!0 0.00 !7.$ !1.(2 .0.11 0.!0 0.00 !(.!$ !0.!! .0.11 0.!0 0.00 2(.11 21.7( .0.20 0.!0 0.00 7.14 .(1 .0.11 0.!0 0.00 2. 21.2$ .0.11 0.!0 0.00 2!.42 1$.1 0.-00.11 0.!0 0.00 1(.(! 1!.8( 0.-00.11 0.!0 0.00 (.(4 47.20 0.-0

  • 7/25/2019 Comparativo de Obra R vs PY

    14/29

    0.11 0.!0 0.00 4.78 4.( 0.-00.11 0.!0 0.00 2.17 4!.47 0.-00.11 0.!0 0.00 0.02 41.($ 0.-00.11 0.!0 0.00 47.28 !$.40 0.-00.11 0.!0 0.00 44.10 !(.7 0.-00.11 0.!0 0.00 !4.2 28.77 0.-00.1( 0.!0 0.00 .24 !.74 0.-00.11 0.!0 0.00 (2.1$ 1.82 0.-00.20 0.!0 0.00 (4.14 0.!$ 0.--0.20 0.!0 0.00 40.12 !1.2 0.--0.1( 0.!0 0.00 42.!4 !0.24 0.-00.08 0.!0 0.00 18.!! 1.27 0.-00.1( 0.!0 0.00 !.4 2.47 0.-00.11 0.!0 0.00 !.08 44.24 0.-00.11 0.!0 0.00 !.0 2.$2 0.-00.11 0.!0 0.00 !8.8! !2.!( 0.-00.11 0.!0 0.00 1!.7 11.4( 0.-00.11 0.!0 0.00 27.17 22.(4 0.-00.11 0.!0 0.00 20.(0 17.17 0.-00.11 0.!0 0.00 41.0$ !4.24 0.-00.11 0.!0 0.00 2$.2 24.!7 0.-00.11 0.!0 0.00 2$.81 24.84 0.-00.11 0.!0 0.00 2$.88 24.$0 0.-0

    0.11 0.!0 0.00 2$.20 24.!! 0.-00.11 0.!0 0.00 !0.81 2.(7 0.-00.11 0.!0 0.00 21.(2 18.01 0.-00.11 0.!0 0.00 14.2( 11.8$ 0.-00.11 0.!0 0.00 27.(! 2!.02 0.-00.11 0.!0 0.00 !.02 2.1 0.-00.11 0.!0 0.00 2.17 20.$7 .0.11 0.!0 0.00 1.12 0.$! .0.11 0.!0 0.00 $.0 7.$2 .0.11 0.!0 0.00 2$.4$ 24.8 .0.11 0.!0 0.00 !0.14 2.12 .0.11 0.!0 0.00 !(.21 !0.18 .0.11 0.!0 0.00 18.1! 1.11 .0.11 0.!0 0.00 2$.02 24.18 .0.11 0.!0 0.00 1$.04 1.87 0.-00.11 0.!0 0.00 !.1 2$.2$ 0.-00.11 0.!0 0.00 4$.(! 41.!( 0.-0

  • 7/25/2019 Comparativo de Obra R vs PY

    15/29

    0.11 0.!0 0.00 4(.$( !$.14 0.-00.11 0.!0 0.00 2.8 21.!2 0.-00.20 0.!0 0.00 $4.8 74.!1 0.--0.20 0.!0 0.00 4$.8( !$.18 0.--0.20 0.!0 0.00 !!.(8 2(.4( 0.--0.2 0.! 0.00 !$.1 !0.7( 0.--0.20 0.!0 0.00 74.2 8.!4 0.--0.20 0.!0 0.00 2(.01 20.44 0.--0.20 0.!0 0.00 27.7$ 21.8! .0.20 0.!0 0.00 .2 4.12 0.--0.20 0.!0 0.00 !(.42 28.(1 0.--0.20 0.!0 0.00 !0.00 2!.7 0.--0.20 0.!0 0.00 40.1$ !1.8 0.--0.11 0.!0 0.00 (0.7$ 0.(( 0.-00.11 0.!0 0.00 4.7 !.$( 0.-00.2 0.! 0.00 20.7 1(.1( 0.--0.1( 0.!0 0.00 . !.$7 0.-00.1( 0.!0 0.00 !1.8 22.7 0.-00.1( 0.!0 0.00 $. (.82 0.-00.11 0.!0 0.00 27.0 22.$2 .0.11 0.!0 0.00 2$.!( 24.47 .0.11 0.!0 0.00 2.2 2.10 0.-00.1( 0.!0 0.00 !.!$ 2.42 0.-0

    0.1( 0.!0 0.00 1.7( 11.2 0.-00.11 0.!0 0.00 8. 7.12 0.-00.11 0.!0 0.00 2$.4( 24. 0.-00.11 0.!0 0.00 21.7 17.$7 0.-00.11 0.!0 0.00 7.18 .$$ 0.-00.11 0.!0 0.00 24.22 20.18 0.-00.11 0.!0 0.00 1.17 12.(4 0.-00.1( 0.!0 0.00 4.74 !2.(7 0.-00.1( 0.!0 0.00 (!.10 4.07 0.-00.1( 0.!0 0.00 !4.($ 24.78 0.-00.11 0.!0 0.00 (.77 .(4 0.-00.11 0.!0 0.00 4.70 !.$1 0.-00.11 0.!0 0.00 $1.77 7(.48 0.-00.11 0.!0 0.00 1!(.2( 11!. 0.-00.11 0.!0 0.00 42.00 !.00 0.-00.11 0.!0 0.00 47.4! !$.! 0.-00.11 0.!0 0.00 27.4( 22.88 0.-0

  • 7/25/2019 Comparativo de Obra R vs PY

    16/29

    0.11 0.!0 0.00 27.82 2!.18 0.-00.11 0.!0 0.00 2!.2 1$.!8 0.-00.11 0.!0 0.00 4.$1 4.0$ 0.-00.11 0.!0 0.00 8.11 (.7( 0.-00.11 0.!0 0.00 (.!! 4(.$ 0.-00.11 0.!0 0.00 7.4 (.21 0.-00.11 0.!0 0.00 12.21 10.18 0.-00.11 0.!0 0.00 1$.!0 1(.0$ 0.-00.11 0.!0 0.00 1$.!0 1(.0$ .0.11 0.!0 0.00 1$.78 1(.4$ .0.11 0.!0 0.00 21.08 17.7 .0.11 0.!0 0.00 14.($ 12.24 .0.11 0.!0 0.00 1.8 12.$$ .0.11 0.!0 0.00 12.77 10.(4 .

    0.11 0.!0 0.00 !.!4 2.78 .0.11 0.!0 0.00 14.($ 12.24 .0.11 0.!0 0.00 1. 12.$( .0.11 0.!0 0.00 11.72 $.77 .0.11 0.!0 0.00 1.$! 1.(1 .0.11 0.!0 0.00 $.1 7.$! .0.11 0.!0 0.00 48.7 40.(2 .0.11 0.!0 0.00 $.4$ 7.$1 0.-00.11 0.!0 0.00 !.!4 44.4 0.-0

    0.11 0.!0 0.00 $.12 7.(0 0.-00.11 0.!0 0.00 7.$ (.(! 0.-00.11 0.!0 0.00 2(.12 21.77 0.-00.11 0.!0 0.00 2(.1 21.7$ 0.-00.11 0.!0 0.00 28.( 2!.80 0.-00.11 0.!0 0.00 20.0$ 1(.74 0.-00.11 0.!0 0.00 8.78 7.!2 0.-00.11 0.!0 0.00 1!.1 11.2( 0.-00.11 0.!0 0.00 2!.$( 1$.$7 0.-00.11 0.!0 0.00 (.7( .(4 0.-00.11 0.!0 0.00 !!.82 28.18 0.-00.11 0.!0 0.00 2!.7( 1$.80 0.-00.11 0.!0 0.00 (.$$ 47.0 0.-00.11 0.!0 0.00 2$.40 24.0 0.-00.11 0.!0 0.00 4.81 4.(8 0.-00.11 0.!0 0.00 2!.8! 1$.8( 0.-00.1( 0.!0 0.00 !(.($ 2(.21 0.-0

  • 7/25/2019 Comparativo de Obra R vs PY

    17/29

    0.1( 0.!0 0.00 7.48 .!4 0.-00.1( 0.!0 0.00 7.24 .17 0.-00.1( 0.!0 0.00 4.0$ 2.$2 0.-00.11 0.!0 0.00 !2.$2 27.4! 0.-00.11 0.!0 0.00 21.00 17.0 0.-00.11 0.!0 0.00 !1.0 2(.2 0.-00.11 0.!0 0.00 !2.7 27.2$ 0.-00.1( 0.!0 0.00 42.8$ !0.(! 0.-00.1( 0.!0 0.00 2(.48 18.$1 0.-00.1( 0.!0 0.00 4.7! !2.(( 0.-00.11 0.!0 0.00 44.42 !7.01 0.-00.11 0.!0 0.00 11.11 $.2( 0.-00.11 0.!0 0.00 4.80 4.00 0.-00.11 0.!0 0.00 (1.(4 1.!7 0.-00.11 0.!0 0.00 40.44 !!.70 0.-00.11 0.!0 0.00 4(.!! !8.(1 0.-00.2 0.! 0.00 14.2( 11.20 0.--0.1( 0.!0 0.00 !2.01 22.87 0.-00.1( 0.!0 0.00 !.20 2.14 0.-00.1( 0.!0 0.00 1!.7 $.70 .0.11 0.!0 0.00 17.4 14.(2 .0.11 0.!0 0.00 !!.08 27.7 .0.11 0.!0 0.00 20.7 17.2$ .

    0.11 0.!0 0.00 22.11 18.4! .0.1( 0.!0 0.00 72.01 1.4! .0.1( 0.!0 0.00 !$.42 28.1( .0.11 0.!0 0.00 !7.84 !1.4 0.-00.11 0.!0 0.00 !1.!7 2(.1 0.-00.11 0.!0 0.00 21.08 17.7 0.-00.11 0.!0 0.00 20.7$ 17.!! .0.11 0.!0 0.00 22.!4 18.(2 .0.11 0.!0 0.00 42.1! !.11 0.-00.11 0.!0 0.00 !.42 44.2 0.-00.11 0.!0 0.00 (4.1 !.7( 0.-00.11 0.!0 0.00 22.0$ 18.41 .0.11 0.!0 0.00 7.2 (.27 .0.1( 0.!0 0.00 $!.($ ((.$2 .0.1( 0.!0 0.00 !2.8( 2!.47 .0.1( 0.!0 0.00 7$.(7 (.$1 .0.1( 0.!0 0.00 .40 !.8 .

  • 7/25/2019 Comparativo de Obra R vs PY

    18/29

    0.1( 0.!0 0.00 (.28 4.48 0.-00.1( 0.!0 0.00 8.!$ 41.71 0.-00.1( 0.!0 0.00 4.87 !.48 0.-00.1( 0.!0 0.00 $.87 7.0 0.-00.!2 0.40 0.00 78.7 (!.$$ 0.!-0.!2 0.40 0.00 10.18 122.02 0.!-0.!( 0.40 0.00 12$.18 104.$( 0.!-0.20 0.!0 0.00 .(0 4.40 0.--0.20 0.!0 0.00 !0.4$ 2!.$ .0.20 0.!0 0.00 .!0 4.1( .0.20 0.!0 0.00 8.0 (.!2 .0.20 0.!0 0.00 (4.87 0.$7 .0.20 0.!0 0.00 !4.1 27.12 0.--0.20 0.!0 0.00 (!.22 4$.(7 0.--

    0.20 0.!0 0.00 .4 4.2$ 0.--0.20 0.!0 0.00 20.(( 1(.2! 0.--0.20 0.!0 0.00 7.40 .81 0.--0.20 0.!0 0.00 .41 4.2 0.--0.2 0.! 0.00 80.7 (!.44 0.--0.2 0.! 0.00 4.7$ !.7( 0.--0.2 0.! 0.00 7.$! (.2! 0.--0.2 0.! 0.00 7.71 (.0( 0.--0.2 0.! 0.00 !!.82 2(.8 0.--0.2 0.! 0.00 !(.18 28.4!

    0.--0.2 0.! 0.00 (.4 .14 0.--0.2 0.! 0.00 28.7 22.$ 0.--0.2 0.! 0.00 14.($ 11.4 0.--0.2 0.! 0.00 (!.0! 4$.2 0.--0.2 0.! 0.00 11.2 118.84 0.--0.2 0.! 0.00 1.1 12.18 0.--0.11 0.!0 0.00 14.8! 12.!( 0.-00.11 0.!0 0.00 11.0 $.$ 0.-00.11 0.!0 0.00 1.1 0.$( 0.-00.11 0.!0 0.00 20.81 17.!4 0.-00.11 0.!0 0.00 17.8 14.88 0.-00.11 0.!0 0.00 2(.71 22.2( 0.-00.11 0.!0 0.00 22.11 18.4! 0.-00.11 0.!0 0.00 1.(8 1.40 0.-00.11 0.!0 0.00 42.00 !.00 0.-00.11 0.!0 0.00 17.7 14.7$ 0.-0

  • 7/25/2019 Comparativo de Obra R vs PY

    19/29

    0.11 0.!0 0.00 !$.0( !2. 0.-00.11 0.!0 0.00 $.2 7.71 0.-00.11 0.!0 0.00 $.88 8.2! 0.-00.11 0.!0 0.00 10.84 $.0! 0.-00.11 0.!0 0.00 1.11 12.$ 0.-00.11 0.!0 0.00 11.22 $.! 0.-00.11 0.!0 0.00 20.08 1(.74 0.-00.11 0.!0 0.00 22.7$ 18.$$ 0.-00.11 0.!0 0.00 27.!2 22.77 0.-00.11 0.!0 0.00 2!.(1 1$.(8 0.-00.11 0.!0 0.00 10.0 8.7 0.-00.11 0.!0 0.00 40.80 !4.00 0.-00.11 0.!0 0.00 7.$2 (.(0 0.-00.11 0.!0 0.00 27.24 22.70 0.-0

    0.11 0.!0 0.00 2.$2 21.(0 0.-00.11 0.!0 0.00 1$.04 1.87 0.-00.11 0.!0 0.00 4.4 !.78 0.-00.11 0.!0 0.00 1.$( 1!.!0 0.-00.11 0.!0 0.00 14.$1 12.4! 0.-00.11 0.!0 0.00 1(.88 14.07 .0.11 0.!0 0.00 14.02 11.($ .0.11 0.!0 0.00 1.02 12.2 0.-00.11 0.!0 0.00 1.$! 4!.28 0.-00.11 0.!0 0.00 42.7 !.47

    0.-00.1( 0.!0 0.00 2$.$ 21.40 0.-00.11 0.!0 0.00 28.7! 2!.$4 0.-00.11 0.!0 0.00 18.0( 1.0 0.-00.11 0.!0 0.00 42.80 !.(7 0.-00.1( 0.!0 0.00 27.4! 1$.(0 0.-00.1( 0.!0 0.00 .$ 4.2 .0.1( 0.!0 0.00 4$.!7 !.27 .0.1( 0.!0 0.00 48.78 !4.8 .0.20 0.!0 0.00 28.44 22.!4 .0.20 0.!0 0.00 2$.24 22.$7 .0.20 0.!0 0.00 (!.!( 4$.78 .0.20 0.!0 0.00 7. $.!( .0.11 0.!0 0.00 21.00 17.0 .0.11 0.!0 0.00 21.$ 17.$$ .0.11 0.!0 0.00 !8.!$ !1.$$ .0.11 0.!0 0.00 !8.8 !2.!8 .

  • 7/25/2019 Comparativo de Obra R vs PY

    20/29

    0.11 0.!0 0.00 21.00 17.0 0.-00.11 0.!0 0.00 21.$ 17.$$ 0.-00.11 0.!0 0.00 4(.7$ !8.$$ 0.-00.11 0.!0 0.00 !7.20 !1.00 0.-00.1( 0.!0 0.00 21.4$ 1.! 0.-00.11 0.!0 0.00 18.($ 1.8 0.-00.11 0.!0 0.00 20.1( 1(.80 0.-00.11 0.!0 0.00 1$.88 1(.7 0.-00.11 0.!0 0.00 18.0 1.41 0.-00.11 0.!0 0.00 21.1 17.(! 0.-00.11 0.!0 0.00 22.1 18.7( 0.-00.11 0.!0 0.00 2.7 21.4( 0.-00.11 0.!0 0.00 21.04 17.4 0.-00.11 0.!0 0.00 18.48 1.40 0.-0

    0.11 0.!0 0.00 2!.28 1$.40 0.-00.11 0.!0 0.00 40.04 !!.!7 0.-00.11 0.!0 0.00 40.04 !!.!7 0.-00.11 0.!0 0.00 1$.2! 1(.0! 0.-00.11 0.!0 0.00 12.7 10.47 0.-00.11 0.!0 0.00 27.8! 2!.1$ 0.-00.1( 0.!0 0.00 2!.7 1(.$7 0.-00.1( 0.!0 0.00 0.8$ !(.! 0.-00.11 0.!0 0.00 21.1 17.(! 0.-00.11 0.!0 0.00 21.04 17.4

    0.-00.11 0.!0 0.00 18.48 1.40 0.-00.11 0.!0 0.00 2(.2 21.88 0.-00.11 0.!0 0.00 (.( .4( 0.-00.1( 0.!0 0.00 2!.0 1(.78 0.-00.11 0.!0 0.00 1$.02 1.8 0.-00.11 0.!0 0.00 21.7$ 18.1 0.-00.11 0.!0 0.00 .2( 4.!$ 0.-00.11 0.!0 0.00 0.87 42.!$ 0.-00.1( 0.!0 0.00 2(.8$ 1$.21 0.-00.11 0.!0 0.00 2.(2 21.! 0.-00.11 0.!0 0.00 21.17 17.(4 0.-00.11 0.!0 0.00 18.14 1.12 0.-00.11 0.!0 0.00 2(.07 21.72 0.-00.11 0.!0 0.00 1(.(0 1!.84 0.-00.11 0.!0 0.00 24.4( 20.!8 0.-00.1( 0.!0 0.00 4!.81 !1.2$ 0.-0

  • 7/25/2019 Comparativo de Obra R vs PY

    21/29

    0.11 0.!0 0.00 12.24 10.20 0.-00.11 0.!0 0.00 24.40 20.!4 0.-00.11 0.!0 0.00 2(.07 21.72 0.-00.11 0.!0 0.00 2(.07 21.72 0.-00.11 0.!0 0.00 1!.40 11.17 0.-00.11 0.!0 0.00 24.40 20.!4 .0.11 0.!0 0.00 7. (.2$ .0.11 0.!0 0.00 7.( (.!0 .0.11 0.!0 0.00 2.70 21.41 .0.11 0.!0 0.00 (.4! .!( .0.11 0.!0 0.00 17.8 14.( 0.-00.11 0.!0 0.00 1!.8( 11. 0.-00.11 0.!0 0.00 7.!( (.1! 0.-00.11 0.!0 0.00 1.7 1!.12 0.-0

    0.11 0.!0 0.00 10.72 8.$4 0.-00.11 0.!0 0.00 2.8! 2.!( 0.-00.11 0.!0 0.00 8.8 7.1 0.-00.11 0.!0 0.00 7.48 (.2! 0.-0

  • 7/25/2019 Comparativo de Obra R vs PY

    22/29

    OBRA : MEJORAMIEN

    SUBPRESUPUESTO : SISTEMA DE

    PROPIETARIO : MUNICIPALIDAD P

    CONTRATISTA : CONSORCIO GRZ

    LICITACION PUBLICA N 002-2013-MP

    ITEM

    1

    1.2

    01.02.01

    01.02.01.01

    01.02.01.01.01

    01.02.01.01.01.01

    01.02.0201.02.02.01

    01.02.02.01.01

    1.3

    01.03.01

    01.03.01.01

    01.03.01.01.01

    01.03.01.01.0201.03.01.01.03

    01.03.01.01.04

    01.03.02

    01.03.02.01

    01.03.02.01.01

    COSTO DIRECTO

    GASTOS GENERALES (5

    UTILIDAD (4.!"#$5$%)

    SUB TOTAL

  • 7/25/2019 Comparativo de Obra R vs PY

    23/29

    CUADRO COMPARATIVO DE O

    TO Y AMPLIACION DE LOS SISTEMAS DE AGUA POTABLE Y ALCANTARILLADO DE LA LOCALIDAD DE FERREAFE - PROVINCI

    GUA POTABLE - REDES DE DISTRIBUCION Y ADUCCION

    OVINCIAL DE FERREAFE

    F/CE

    DESCRIPCION

    SISTEMA DE ALCANTARILLADO

    POR MAYORES METRADOS

    RED COLECTORES

    MOVIMIENTO DE TIERRAS

    ACARREO Y ELIMINACION MATERIAL ECEDENTE

    ACARREO Y ELIMINACION DE MATERIAL EXCEDENTE Dist. min = 5.0Km

    CONEIONES DOMICILIARIASMOVIMIENTO DE TIERRAS

    ACARREO Y ELIMINACION DE MATERIAL EXCEDENTE Dist. min = 5.0Km

    PARTIDAS NUEVAS

    RED COLECTORES

    MOVIMIENTO DE TIERRAS

    RELLENO Y COMPACTACION C/MAT PROPIO SELECC !/E"#i$% C&$=0.20m '&st& 1.50m

    RELLENO Y COMPACTACION C/MAT PROPIO SELECC !/E"#i$% C&$=0.20m D( 1.50m & 2.00mRELLENO Y COMPACTACION C/MAT PROPIO SELECC !/E"#i$% C&$=0.20m D( 2.00m & 2.50m

    RELLENO Y COMPACTACION C/MAT PROPIO SELECC !/E"#i$% C&$=0.20m D( 2.50m & 3.00m

    CONEIONES DOMICILIARIAS

    MOVIMIENTO DE TIERRAS

    RELLENO Y COMPACTACION C/MAT PROPIO SELECCIONADO C&$.=0.20M &=)&*i&+,( -&st& NTN

    )

  • 7/25/2019 Comparativo de Obra R vs PY

    24/29

    RA N03

    A DE FERREAFE - LAMBAYEQUE

    . .

    . .

    U!". P#$%&' R$() P#$%&' P#'*$%+("'

    P#$,$,+' R$()

    M$+#("' P(#%&() S/.

    m3 2. 2. 343.2 103053.4

    m3 2. 2. 15.23 4301.13

    m 22.5 4.1 450. 101.02

    m 2. 55.3 1.42 5034.32m 33.55 . 1355. 454.

    m 41. .5 22.54 1135.53

    m 3.3 23.52 2530.50 1.2

    #'4$$.4$

    &$'&.!

    &$'#"!.4

    $"4 5&& !"

  • 7/25/2019 Comparativo de Obra R vs PY

    25/29

    P#$,$,+' P#'*$%+("'

    METRADO PARCIAL

    2.55 2010.

    3154.4 402.2

    01.3 4132.

    334.4 2051.12

    211. 1404.2

    545.0 413.01

    501.00 11034.2

    5'"$.$

    44'5.#"

    4#'!$.!#

    $ ! 4

  • 7/25/2019 Comparativo de Obra R vs PY

    26/29

    "resupuesto #e$uridad en %&ra

    Item 'escripci(n )nd. *etrado "recio #+. "arcial #+.01 MI/IGA4I)* DE IMPA4/) AM8IE*/A601.01 SEG9RIDAD E* )8RA

    01.01.01 8A:)S P)R/A/I6ES PARA )8RA G68 -.00 %#"00.00 &!#000.0001.01.0" AG9A PARA 4)*S9M) DE PERS)*A6 )8RER) G68 -.00 %#"00.00 &!#000.0001.01.0& SE:A6IZA4I)* /EMP)RA6 DE SEG9RIDAD G68 -.00 %#-$!.$$ &%#$'.$-01.01.0 AP9*/A6AMIE*/) DE 4)*S/R944I)*ES E;IS/E*/ES G68 0.00 "1.-! '#-'".001.01.0- 4)*S/R944I)* PR)

  • 7/25/2019 Comparativo de Obra R vs PY

    27/29

    *etrado Real "recio Real "arcial #+.

    - #'00.00 "#000.00- #000.00 "0#000.00- #-$!.&! ""#$'1.'0' "1.-! 1#%1!.'-" 10'.1- -#!"&.'01 1#0%0.00 1#0%0.00

    "&-!- 1."% "$#$"%.--" 1!'." #0".0'- 1'#1&."& $0#%1!.1-

    otal "00#0%%.'!

    S. 10'$".'

  • 7/25/2019 Comparativo de Obra R vs PY

    28/29

    "RE#)")E#% "%R E-"E'ENE 'E A/)A "%A0E

    P*+,,

    ITEM DESCRIPCION U!". METRADO P.U.

    "#."$."# MOVIMIENTO DE TIERRAS

    "#."$."#."& E2CAVACION DE 3ANJAS

    02.0!.02.01.08 E?CAVAC5+N @ANA A /A. )>'63. =!mm a=0.80m h=1.(0m m 417.!7 14.11

    "#."$."#."# REFINE Y NIVELACION DE 3ANJAS

    02.0!.02.02.08 RE5NE B N5VE,AC5+N 9E @ANA )>'63. =!mm m 417.!7 2.4(

    "#."$."#."4 RELLENO' APISONADO Y COMPACTACION 3ANJAS

    02.0!.02.04.08 RE,,EN+ B A)5+NA9+ @ANA )>'63. =!mm C>AREN5,,A 0.40m >C,AVE m 417.!7 11.8

    02.0!.02.04.1( RE,,EN+ B C+/)AC'AC5+N @ANA )>'63. =!mm C>/A' )R+)5+ E,ECC. m 417.!7 24.1(

    "#."$."4 ACCESORIOS

    02.0!.04.44 6/5N5'R+ E 5N'A,. 'A)+N )VC =200mm %nd 1.00 (4.7

    02.0!.04.1 6/5N5'R+ E 5N'A,. RE96CC5+N 20mm a 200mm )VC 5+ %nd 12.00 120.7

    02.0!.04.2 6/5N5'R+ E 5N'A,. RE96CC5+N !mm a 200mm )VC 5+ %nd !.00 !$!.21

    "#."$."5."$ INSERCION DE VALVULAS DE AIRE

    02.0!.0.0!.01 VA,V6,VA 9E A5RE 9E 110mm 6nd. 8.00 $!2.($

    02.0!.0.0!.02 VA,V6,VA 9E A5RE 9E 1(0mm 6nd. 7.00 10(0.78

    02.0!.0.0!.0! VA,V6,VA 9E A5RE 9E 200mm 6nd. .00 122.$!

    02.0!.0.0!.04 VA,V6,VA 9E A5RE 9E 20mm 6nd. 1.00 1$2.14

    02.0!.0.0!.0 VA,V6,VA 9E A5RE 9E !mm 6nd. 1.00 2728.2

    "#."$."5."4 CAJAS PARA VALVULAS DE AIRE

    02.0!.0.04.01 CAA )ARA VA,V6,A 9E A5RE 6nd 22.00 1!8.02

    COSTO DIRECTO

  • 7/25/2019 Comparativo de Obra R vs PY

    29/29

    +/ R*01 P*+,,*+/ P/*06/

    PARCIAL P.U. PARCIAL

    88$.0$ 17.(4 7!(2.41

    102(.7! !.28 1!(8.$7

    48!!.14 11.$4 4$8!.40

    1008!.(( 24.7( 10!!4.08

    (4.7 $$.7 $$.7

    144$.00 2(0.7 !12$.00

    117$.(! 418.21 124.(!

    74(1.2 11$2.($ $41.2

    742.4( 1!20.78 $24.4(

    7(14.( 1782.$! 8$14.(

    1$2.14 2212.14 2212.14

    2728.2 2$88.2 2$88.2

    !!8!(.44 17$2.2 !$4!.44

    844.4( 1008($.70

    T/01 &5'$#5.#$