UNITARIOS CONSTRUPRECIO 2014

8/17/2019 UNITARIOS CONSTRUPRECIO 2014

1/806

ANALISIS DE PRESTACIONES SOCIALES

SALARIO REAL COMO PORCENTAJE DEL SALARIO BASICO

CONCEPTO BASICOSALARIO DIAS TRABAJADOS 365*(100/275) 132.73 %

PRESTACIONES 31.03 %CESANTIAS 3*12*(100/275) 13.09 %INTERES CESANTIAS 0.12*CESANTIAS 1.57%PRIMAS DE SERVICIOS 30*(100/275) 10.91 %DOTACION 5 SM*3*(100/275) 5.45 %APORTES 50.83 %PENSIONES 12*(365/275) 15.93 %E.P.S .5* (365/275) 11.2 %

A.R.P 6.3*(365/275) .36 %SENA 2*(365/275) 2.65 %ICB! 3*(365/275) 3.9 %C.C.! 4*(365/275) 5.31 %!.I.C (365/40)*SM*(100/275) 3.32 %OTROS CONCEPTOS 16.27 %

A"#ILIO DE TRANSPORTE 11$9*(365/275)*SM 15.79 %INDEMNI%ACIONES 0.20%OTROS 0.2 %TOTAL PAGADO 230.86 %

SALARIO MINIMO 616 000.00

SALARIO BASICO MINIMO*%TOTAL PAGADO/30! "7 "03.63

A&' +, , - + '-- 5$454.54 A&' +, , , ,- 7$097.56O - , - + '-- 10$900.20O - , , ,- 13$0 6.90T,- - M, 2$454$ 01.76M , + D8 16$363.62T ,-+ M, 2$ 29$440.90T ': M, 2$454$907.52T,- M, 2$931$ 16.16

A': , , , M, 3$042$749.76D, , +, 1 M, 2$655$010.40D, , +, 2 M, 3$250$354.0C , , 1 M, 2$263$520.64C , , 2 M, 1$ 6$293.60I , , /A ;' +,-+ 1 M, 14$ 33$405.12I , , /A ;' +,-+ 2 M, 11$357$4 6.0I , , /A ;' +,-+ 3 M, 10$459$452.32


2/806

I , , /A ;' +,-+ 4 M, 9$339$551.36I , , /A ;' +,-+ 5 M, 7$395$572.32I , , /A ;' +,-+ 6 M, 6$259$ 23.6I , , /A ;' +,-+ 7 M, 4$9 1$446.24I , , /A ;' +,-+ M, 4$490$16 .96C' , - + '-- 0*1 5$454.54C' , - + '-- 1*0 10$900.20C' , - + '-- 1*1 $17 .92C' , - + '-- 1*2 6$ 71.57C' , - + '-- 1*3 6$ 15. 4C' , - + '-- 1*4 6$543.01C' , - + '-- 1*5 6$361.19C' , - + '-- 1*6 6$231.54C' , - + '-- 1*7 6$134.0C' , - + '-- 1* 6$05 .3C' , - + '-- 1*9 5$997.77C' , - + '-- 2*1 9$0 7.57C' , - + '-- 2*2 $17 .92

C' , - + '-- 2*3 7$633.69C' , - + '-- 2*4 7$270.2C' , - + '-- 2*5 7$010.32C' , - + '-- 0*2 5$370.1C' , - + '-- 0*3 5$370.1C' , - + '-- 0*4 5$370.1C' , - + '-- 0*5 5$370.1C' , ,- < 0*1 7$0 .46C' , ,- < 1*0 13$0 5.57C' , ,- < 1*1 10$0 7.24C' , ,- < 1*2 9$0 7.35C' , ,- < 1*3 $5 7. 5

C' , + 1*2*2 9$404.51T ,-+ 122$609.14T ': 106$379.31C , , 1 9 $0 5.73C , , 2 1$739.42D, , +, 1 115$050.42D, , +, 2 140$ 4 .66I , , /A ;' +,-+ 1 642$7 0.94I , , /A ;' +,-+ 2 492$157.74I , , /A ;' +,-+ 3 453$243.02I , , /A ;' +,-+ 4 404$713.92I , , /A ;' +,-+ 5 320$474.75

I , , /A ;' +,-+ 6 271$259.04I , , /A ;' +,-+ 7 215$ 62.61I , , /A ;' +,-+ 194$574.02

A': , I , , 131$ 52.45T,- 127$045.36T,- - 106$374.74T,- - 13$299.73S = = M, 5 9$500.00


3/806

A': , + +, M, 70$500.00S = = D 19$650.00

': , + +, D 2$350.00

CODIGO DESCRIP #NIDAD PRECIO


4/806

>>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> 02.01.05. . LOCALI%ACION M2P, ?

C' , + 1*2*2 D8 9$404.51E;' ?

E;' , + (+, + @, ) M 5$000.00, = , + M,

>>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> 02.01.10. . REPLANTEO M2M +, , ?

P' + 1 1/2 5 1$ 63.00V - =' 3 = ' 3$500.00T = '= 2*30*300 ' 5$200.00

P, ?C' , ,- < 1*1 D8 10$0 7.24

, = , + M, >>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> 02.01.15. . LOCALI%ACION REPLANTEO M2

M +, , ?P' + 1 1/2 5 1$ 63.00V - =' 3 = ' 3$500.00T = '= 2*30*300 ' 5$200.00

P, ?C' , ,- < 1*1 D8 10$0 7.24C' , + 1*2*2 D8 9$404.51

E;' ?E;' , + (+, + @, ) M 95$000.00

, = , + M, >>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> 02.02.01. . DESMONTE LIMPIE%A EN RASTROJO

E;' ?V ;',+ 5 M3 V , 41$ 00.00B' >>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> 02.02.02. . DESMONTE LIMPIE%A EN MONTAGAE;' ?

V ;',+ 5 M3 V , 41$ 00.00B' >>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> 02.02.04. . DESMONTE LIMPIE%A MAN"ALP, ?

C' , - + '-- 1* D8 6$05 .3

E;' ?V ;',+ 5 M3 V , 41$ 00.00

, = , + M, >>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> 02.02.05. . DESMONTE MAN"AL M2P, ?

C' , - + '-- 0*1 D8 5$454.54E;' ?


5/806

V ;',+ 5 M3 M 175$000.00, = , + M,

>>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> 02.02.06. . DESMONTE MAN"AL SIN RETIRO M2P, ?

C' , - + '-- 0*1 D8 25$ 9 .95, = , + M,

>>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> 02.02.0 . . PODA DE ARBOLES "NDP, ?

A&' +, , , ,- D8 31$031.00, = , + M,

>>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> 02.02.10. . DESMONTE LIMPIE%A DE CANAL A.LL MLP, ?

A&' +, , - + '-- D8 25$ 9 .95, = , + M,

>>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>

02.02.11. . DEMOLICIONES EN CONCRETO RE!OR%ADO M3P, ?

C' , - + '-- 1*4 D8 142$43 . 0E;' ?

C = , , , , , 2 = + M 45$250.00V ;',+ 5 M3 V , 41$ 00.00

, = , + M, >>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> 02.02.12. . DEMOLICIONES EN CONCRETO CICLOPEO M3P, ?

C' , - + '-- 1*4 D8 142$43 . 0E;' ?

V ;',+ 5 M3 V , 41$ 00.00C = , , , , , 2 = + M 45$250.00

, = , + M, >>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> 02.02.13. . DEMOLICIONES EN MAMPOSTERIA M3P, ?

C' , - + '-- 1*4 D8 142$43 . 0E;' ?

V ;',+ 5 M3 V , 41$ 00.00, = , + M,

>>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> 02.02.15. . DEMOLICION MAN"AL PLACAS MACI%AS M2

P, ?C' , - + '-- 0*1 D8 5$454.54

, = , + M, >>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> 02.02.20. . DEMOLICION MAN"AL PLACA ALIHERADAS M2P, ?

C' , - + '-- 0*1 D8 25$ 9 .95, = , + M,


6/806

>>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> 02.02.25. . DEMOLICION MAN"AL DE M"ROS , 0.25 M2P, ?

C' , - + '-- 0*1 D8 5$454.54, = , + M,

>>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> 02.02.30. . DEMOLICION MAN"AL DE M"ROS , 0.15 M2P, ?

A&' +, , - + '-- D8 5$454.54, = , + M,

>>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> 02.02.35. . DEMOLICION MAN"AL DE M"ROS EN BLO "E M2P, ?

A&' +, , - + '-- D8 25$ 9 .95, = , + M,

>>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> 02.02.40. . DEMOLICION MAN"AL DE PLACAS DE PISO M2P, ?

C' , - + '-- 0*1 D8 5$454.54E;' ?

C = , , , , , 2 = + M 45$250.00, = , + M,

>>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> 02.02.45. . DEMOLICION ENC APES DE M"ROS M2P, ?

C' , - + '-- 0*1 D8 5$454.54, = , + M,

>>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> 02.02.50. . DEMOLICION PISOS EN BALDOSIN M2P, ?

C' , - + '-- 0*1 D8 37$525.00, = , + M,

>>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> 02.02.55. . DEMOLICION PISOS EN MOSAICO M2P, ?

C' , - + '-- 0*1 D8 25$ 9 .95, = , + M,

>>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> 02.02.60. . RETIRO DE C"BIERTAS A.C. M2P, ?

C' , - + '-- 1*4 D8 142$43 . 0, = , + M,

>>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> 02.02.65. . RETIRO DE TEJA DE BARRO M2P, ?

C' , - + '-- 1*6 D8 194$236.70, = , + M,

>>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> 02.02.70. . RETIRO DE SOBRANTES M3P, ?


7/806

C' , - + '-- 0*1 D8 30$ 06.04E;' ?

V ;',+ 5 M3 M 250$000.00, = , + M,

>>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> 02.02.72. . RETIRO MAN"AL DE MATERIAL E#CAVADO 20= M3P, ?

A&' +, , - + '-- D8 25$ 9 .95, = , + M,

>>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> 02.02.75. . ROT"RA DE PAVIMENTOS CON COMPRESOR M2P, ?

C' , - + '-- 1*4 D8 142$43 . 0E;' ?

C = , , , , , 2 = + M 45$250.00, = , + M,

>>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> 02.02.76. . ROT"RA MAN"AL DE PAVIMENTOS M2

P, ?C' , - + '-- 0*1 D8 5$454.54

, = , + M, >>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> 02.02. 1. . CARH"E MECANICO DE MATERIAL M3P, ?

C' , - + '-- 0*1 D8 25$ 9 .95E;' ?

C C + 1.5=3 M 69$600.00, = , + M,

>>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> 02.02. 2. . CARH"E DE MATERIAL MAN"AL M3

P, ?C' , - + '-- 0*1 D8 25$ 9 .95

, = , + M, >>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> 02.02. 3. . E#TRACCION CARH"E MECANICO M3P, ?

C' , - + '-- 0*1 D8 25$ 9 .95E;' ?

B' >>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> 02.02. 4. . E#TRACCION CARH"E MAN"AL M3

P, ?C' , - + '-- 0*1 D8 25$ 9 .95

, = , + M, >>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> 02.02. 7. . ACARREO DE MATERIAL M3/KME;' ?

V ;',+ 5 M3 V , 41$ 00.00 >>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>


8/806

02.03.05. . CERRAMIENTO EN MADERA 2.40M MLM +, , ?

T = '= 2*30*300 ' 5$200.00L + 09*09 A - *3.00 ' 16$000.00C - ,+ = 10.5 MP TM 1 1/2 1 =3 232$000.00P' + 1 1/2 5 1$ 63.00

P, ?C' , - + '-- 1*2 D8 90$640.90

, = , + M, >>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> 02.03.09. . CERRAMIENTO MALLA (SOBRE M"RO) 1. 0 MLM +, , ?

A ' 2 *1/4 = $543.00T' , @ < 2 = 26$266.00M , - .12 (2 *2 ) =2 5$672.00S ' =,+ - , 1/ 7$250.00

P, ?C' , - + '-- 1*4 D8 6$543.01

O - , , ,- D8 13$0 6.90E;' ?

A = +' ' 1.50*1.50 ,-/ 63 .00S , ,-+ 8- M 70$000.00

, = , + M, >>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> 02.03.10. . T"BO HALVANI%ADO 2 *3.0 PARA CERRAMIENTO "NDM +, , ?

T' @ < D 2 ' 107$726.00S ' =,+ - , 1/ 7$250.00

P, ?C' , ,- < 1*1 D8 2$026.00

E;' ?S , ,-+ 8- M 70$000.00

, = , + M, >>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> 02.03.15. . PROTECCION EN ANH"LO ALAMBRE DE P"AS MLM +, , ?

A ' 2 *1/4 = $543.00 A = , , ' 14*20 ' 104$375.00

P, ?C' , ,- < 1*2 D8 113$057.00

E;' ?S , ,-+ 8- M 70$000.00

, = , + M, >>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> 02.03.16. . ALAMBRE DE P"AS F TRES ILOS MLM +, , ?

A = , ' '= 12.5*350 ' 117$ 13.00P, ?

C' , ,- < 1*2 D8 113$057.00E;' ?


9/806

S , ,-+ 8- M 70$000.00, = , + M,

>>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> 02.03.20. . CAMPAMENTO DE 9 M2 HLM +, , ?

V - =' 3 = ' 3$500.00M +, 14.0 MP 1?5 =3 266$ 00.00P', + , - = =, + ' 63$0 0.00T, ' N 6 ' 29$5 1.00

A= , = , +, A- ' 50.00L , ' 140.00

P, ?C' , - + '-- 1*3 D8 116$539. 5

, = , + M, >>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> 02.03.25. . CAMPAMENTO DE 15 M2 HLM +, , ?

L , ' 140.00

M +, 14.0 MP 1?5 =3 266$ 00.00P', + , - = =, + ' 63$0 0.00V - =' 3 = = 2$000.00T, ' N 6 ' 29$5 1.00

A= , = , +, A- ' 50.00P, ?

C' , - + '-- 1*3 D8 116$539. 5, = , + M,

>>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> 02.03.30. . CAMPAMENTO DE 1 M2 HLM +, , ?

P', + , - = =, + ' 63$0 0.00

V - =' 4 = = 2$500.00 A= , = , +, A- ' 50.00T, ' N 6 ' 29$5 1.00L , ' 140.00M +, 14.0 MP 1?5 =3 266$ 00.00

P, ?C' , - + '-- 1*3 D8 116$539. 5

, = , + M, >>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> 02.03.35. . RED DE AH"A PROVISIONAL L 50M 5 SALIDAS HLM +, , ?

L @, - = @ ' $346.00

T' @- , RDE 13.5 D 1/2 = 1$790.00C 90 @- , D 1/2 ' 370.00T,, @- , D 1/2 ' 490.00R, + , 1/2 - +, ' 24$147.00

P, ?C' , - + '-- 1*1 D8 64$741.95

, = , + M, >>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>


10/806

02.04.01. . E#CAVACION MECANICA SIN CLASI!ICAR M3P, ?

C' , - + '-- 0*1 D8 25$ 9 .95E;' ?

V ;',+ 5 M3 V , 41$ 00.00B' >>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> 02.04.02. . E#CAVACION MECANICA EN TIERRA M3P, ?

C' , - + '-- 0*1 D8 5$454.54E;' ?

V ;',+ 5 M3 V , 41$ 00.00B' >>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> 02.04.03. . E#CAVACION MECANICA EN CONCLOMERADO M3P, ?

C' , - + '-- 0*1 D8 5$454.54E;' ?

V ;',+ 5 M3 V , 70$000.00C C + 1.5=3 M 110$000.00B' >>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> 02.04.04. . E#CAVACION MECANICA EN ROCA M3M +, , ?

C ,+ +, D 12 *=+ = 1$1 .00I ' , - D 25K - 216$ 10.00

P, ?C' , - + '-- 0*1 D8 25$ 9 .95

E;' ?B'


11/806

02.04.07. . E#CAVACION RETROE#CAVADORAFSIN CLASI!IC. M3P, ?

C' , - + '-- 0*1 D8 25$ 9 .95E;' ?

V ;',+ 5 M3 V , 41$ 00.00R,+ ,:- @ - + 1=3 M 7$000.00

>>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> 02.04.0 . . DESCAPOTE 0.20 CON RETIRO M3E;' ?

B' >>>>>>>>>>> B02.04.10. . DESCAPOTE MAN"AL 0.10 M2P, ?

C' , - + '-- 0*1 D8 25$ 9 .95, = , + M,

>>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> 02.04.11. . E#CAVACION MAN"AL SIN CLASI!ICAR M3P, ?

C' , - + '-- 0*1 D8 5$454.54, = , + M,

>>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> 02.04.12. . E#CAVACION MAN"AL 2= MATERIAL BLANDO M3

P, ?C' , - + '-- 0*1 D8 25$ 9 .95

, = , + M, >>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> 02.04.13. . E#CAVACION MAN"AL BAJO AH"A EN TIERRA M3P, ?

C' , - + '-- 0*1 D8 25$ 9 .95E;' ?

M + = 3 M 44$000.00V ;',+ 5 M3 V , 41$ 00.00

, = , + M, >>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>

02.04.14. . E#CAVACION MAN"AL 2M ARCILLA D"RA M3P, ?

C' , - + '-- 0*1 D8 25$ 9 .95E;' ?

V ;',+ 5 M3 V , 41$ 00.00, = , + M,

>>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> 02.04.15. . E#CAVACION MAN"AL BAJO AH"A EN TIERRA M3


12/806

P, ?C' , - + '-- 0*1 D8 25$ 9 .95

E;' ?M + = 3 M 44$000.00

, = , + M, >>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> 02.04.16. . E#CAVACION MAN"AL BAJO AH"A EN ARCILLA M3P, ?

C' , - + '-- 0*1 D8 25$ 9 .95E;' ?

V ;',+ 5 M3 V , 41$ 00.00M + = 3 M 44$000.00

, = , + M, >>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> 02.04.17. . E#CAVACION MAN"AL BAJO AH"A EN CONHLOMER M3P, ?

C' , - + '-- 0*1 D8 25$ 9 .95E;' ?

V ;',+ 5 M3 V , 41$ 00.00M + = 3 M 44$000.00

, = , + M, >>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> 02.04.19. . E#CAVACION MAN"AL SIN CLASI!I. BAJO AH"A M3P, ?

C' , - + '-- 0*1 D8 25$ 9 .95E;' ?

M + = 3 M 44$000.00V ;',+ 5 M3 V , 41$ 00.00

, = , + M, >>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>

02.04.20. . E#CAV. MAN"AL 2= 3.5= MATERIAL BLANDO M3P, ?

C' , - + '-- 0*1 D8 25$ 9 .95E;' ?

V ;',+ 5 M3 V , 41$ 00.00, = , + M,

>>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> 02.04.22. . E#CAV. MAN"AL 2= 3.5= ARCILLA D"RA M3P, ?

C' , - + '-- 0*1 D8 25$ 9 .95, = , + M,

>>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>

02.04.24. . E#CAV. MAN"AL 2= 3.5= CONHLOMERADOS M3P, ?

C' , - + '-- 0*1 D8 25$ 9 .95, = , + M,

>>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> 02.04.26. . E#CAVACION MAN"AL EN ROCA M3M +, , ?

I ' , - D 25K - 216$ 10.00


13/806

C ,+ +, D 12 *=+ = 1$1 .00P, ?

C' , - + '-- 0*1 D8 25$ 9 .95E;' ?

C = , , , , , 2 = + M 45$250.00V ;',+ 5 M3 V , 41$ 00.00

, = , + M, >>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> 02.04.27. . E#CAVACION MAN"AL EN ROCA CON AH"A M3P, ?

C' , - + '-- 0*1 D8 25$ 9 .95E;' ?

C = , , , , , 2 = + M 45$250.00V ;',+ 5 M3 V , 41$ 00.00M + = 3 M 44$000.00

, = , + M, >>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> 02.04.2 . . E#CAVACION PARA PARC EO M3

P, ?C' , - + '-- 0*1 D8 25$ 9 .95

E;' ?C = , , , , , 2 = + M 45$250.00V ;',+ 5 M3 V , 41$ 00.00

, = , + M, >>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> 02.04.30. . ENTIBADO EN TABLA VERTICAL M2M +, , ?

L + 09*06 A - *3.00 ' 11$000.00T - - 2*30*300 ' 13$050.00

P, ?

C' , - + '-- 1*2 D8 90$640.90, = , + M,

>>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> 02.04.35. . COMPACTACION DE RELLENO CON CILINDRO M3E;' ?

M + @, C + 120 . . M 75$400.00C + ;', , ' ! 2500 1 5$600.00C = -+ , + H M 5 $000.00

>>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> 02.04.37. . ESCARI!ICACION$ CON!ORMACION COMPACTA. M2E;' ?

M + @, C + 120 . . M 75$400.00

C = -+ V + D& - M 60$000.00, = , + M,

>>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> 02.04.3 . . COMPACTACION DE RELLENO MAN"ALMENTE M3P, ?

C' , - + '-- 0*1 D8 30$ 06. 4, = , + M,

>>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>


14/806

02.04.40. . COMPACTACION CON VIBROCOMPATADOR MAN"AL M3P, ?

C' , - + '-- 0*1 D8 25$ 9 .95E;' ?

V - = -+ ( R ) . . M 44$000.00, = , + M,

>>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> 02.04.45. . RELLENO HRAVA RIO/VIBROCOMPAC. MAN"AL M3M +, , ?

H @ '- , 8 =3 23$333.33P, ?

C' , - + '-- 0*1 D8 5$454.54E;' ?

V - = -+ ( R ) . . M 4 $000.00, = , + M,

>>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> 02.04.50. . RELLENO HRAVA TRIT"R/VIBROCOMPAC. MAN"AL M3M +, , ?

H @ + +' =3 1 $000.00P, ?

C' , - + '-- 0*1 D8 25$ 9 .95E;' ?

V - = -+ ( R ) . . M 44$000.00, = , + M,

>>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> 02.04.55. . E#CAVACION MINIPILOTES D 0.30/T , MLP, ?

C' , - + '-- 0*1 D8 25$ 9 .95, = , + M,

>>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>

02.04.60. . E#CAVACION MINIPILOTES D 0.30/A -. ' MLP, ?

C' , - + '-- 0*1 D8 25$ 9 .95, = , + M,

>>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> 02.04.65. . E#CAVACION MINIPILOTES D 0.35/T , MLP, ?

C' , - + '-- 0*1 D8 25$ 9 .95, = , + M,

>>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> 02.04.70. . E#CAVACION MINIPILOTES D 0.35/A -. ' MLP, ?

C' , - + '-- 0*1 D8 25$ 9 .95, = , + M,

>>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> 02.04.75. . E#CAVACION PARA POSTES ELECTRICOS D 0.35 MLP, ?

C' , - + '-- 0*1 D8 25$ 9 .95, = , + M,

>>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>


15/806

02.04. 0. . E#CAVACION PARA POSTES ELECTRICOS D 0.35 MLP, ?

C' , - + '-- 0*1 D8 25$ 9 .95, = , + M,

>>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> 02.04. 5. . E#CAVACION PARA POSTES ELECTRICOS D 0.50 MLP, ?

C' , - + '-- 0*1 D8 25$ 9 .95, = , + M,

>>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> 02.04.90. . E#CAVACION PARA POSTES ELECTRICOS D 0.50 MLP, ?

C' , - + '-- 0*1 D8 25$ 9 .95, = , + M,

>>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> 03.01.05. . CONCRETO DE SANEAMIENTO 0.05 , 0.10= M3M +, , ?

C - ,+ = 14.0 MP TM 1 1/2 & 1 =3 243$600.00

P, ?C' , - + '-- 1*4 D8 142$43 . 0

, = , + M, >>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> 03.01.06. . CONCRETO DE SANEAMIENTO , 0.05 M2M +, , ?

C - ,+ = 14.0 MP TM 1 1/2 & 1 =3 265$106.00P, ?

C' , - + '-- 1*4 D8 6$543.01, = , + M,

>>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> 03.01.07. . CONCRETO DE SANEAMIENTO , 0.075 M2

M +, , ?C - ,+ = 14.0 MP TM 1 1/2 & 1 =3 243$600.00

P, ?C' , - + '-- 1*4 D8 142$43 . 0

, = , + M, >>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> 03.01.10. . CIMIENTO EN CIPLOPEOFSIN !ORMALETA M3M +, , ?

P , =3 2 $000.00C - ,+ = 17.5 MP TM 1 1/2 & 1 =3 255$200.00

P, ?C' , - + '-- 1*4 D8 6$543.01

, = , + M, >>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> 03.01.15. . CIMIENTO EN CICLOPEOFCON !ORMALETA M3M +, , ?

P , =3 2 $000.00C - ,+ = 17.5 MP TM 1 1/2 & 1 =3 255$200.00

P, ?C' , - + '-- 1*4 D8 6$543.01


16/806

E;' ?! = ,+ =,+ - , 1*0.5 MF" M 160.00

, = , + M, >>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> 03.01.20. . VIHA SOBRECIMIENTO 20*20 (21MP FC , ) MLM +, , ?

C - ,+ = 21.0 MP TM 3/4 =3 290$000.00V - ' 1/4 3/ !& 240MP 2$ 00.00

P, ?C' , - + '-- 1*3 D8 6$ 15. 4

E;' ?V /, ,-+ - 4 + M 4 $000.00! = ,+ =,+ - , 1*0.25 M 140.00

, = , + M, >>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> 03.01.25. . VIHA SOBRECIMIENTO 20*25 (21MP C , ) MLM +, , ?

V - ' 1/4 3/ !& 240MP 2$015.00

C - ,+ = 21.0 MP TM 1 1/2 & 1 =3 266$ 00.00P, ?

C' , - + '-- 1*3 D8 116$539. 5E;' ?

V /, ,-+ - 4 + M 44$000.00! = ,+ =,+ - , 1*0.25 M 95.00


V - ' 1/4 3/ !& 240MP 2$015.00C - ,+ = 21.0 MP TM 1 1/2 & 1 =3 266$ 00.00

P, ?C' , - + '-- 1*3 D8 116$539. 5

E;' ?V /, ,-+ - 4 + M 44$000.00! = ,+ =,+ - , 1*0.25 M 95.00


C - ,+ = 21.0 MP TM 1 1/2 & 1 =3 266$ 00.00V - ' 1/4 3/ !& 240MP 2$015.00

P, ?

C' , - + '-- 1*3 D8 6$ 15. 4E;' ?

! = ,+ =,+ - , 1*0.25 M 95.00V /, ,-+ - 4 + M 44$000.00



17/806

C - ,+ = 21.0 MP TM 1 1/2 & 1 =3 266$ 00.00V - ' 1/4 3/ !& 240MP 2$015.00

P, ?C' , - + '-- 1*3 D8 116$539. 5

E;' ?! = ,+ =,+ - , 1*0.25 M 95.00V /, ,-+ - 4 + M 44$000.00


V - ' 1/4 3/ !& 240MP 2$172.00C - ,+ = 21.0 MP TM 3/4 =3 290$000.00

P, ?C' , - + '-- 1*3 D8 13 $267.1

E;' ?! = ,+ =,+ - , 1*0.25 M 95.00V /, ,-+ - 4 + M 44$000.00


C - ,+ = 21.0 MP TM 3/4 =3 290$000.00V - ' 1/4 3/ !& 240MP 2$015.00

P, ?C' , - + '-- 1*3 D8 116$539. 5

E;' ?V /, ,-+ - 4 + M 44$000.00! = ,+ =,+ - , 1*0.5 MF" M 160.00

, = , + M,

>>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> 03.01.35. . VIHA SOBRECIMIENTO 25*35 (21MP C , ) MLM +, , ?

V - ' 1/4 3/ !& 240MP 2$015.00C - ,+ = 21.0 MP TM 3/4 =3 290$000.00

P, ?C' , - + '-- 1*3 D8 116$539. 5

E;' ?! = ,+ =,+ - , 1*0.5 MF" M 160.00V /, ,-+ - 4 + M 44$000.00

, = , + M, >>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>

03.01.36. . VIHA PERIMENTRAL PLAC.CIMENT. 0.15*0.30 MLM +, , ?

C - ,+ = 21.0 MP TM 1 1/2 & 1 =3 266$ 00.00V - ' 1/4 3/ !& 240MP 2$015.00

P, ?C' , - + '-- 1*3 D8 116$539. 5

E;' ?! = ,+ =,+ - , 1*0.25 M 95.00


18/806

V /, ,-+ - 4 + M 44$000.00, = , + M,

>>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> 03.01.40. . VIHA S/MINIPILOTES 15*30 (21MP C , ) MLM +, , ?

V - ' 1/2 1 2$100.00C - ,+ = 21.0 MP TM 1 1/2 & 1 =3 266$ 00.00V - ' 1/4 3/ !& 240MP 2$015.00

P, ?C' , - + '-- 1*3 D8 116$539. 5

E;' ?V /, ,-+ - 4 + M 44$000.00! = ,+ =,+ - , 1*0.25 M 95.00

, = , + M, >>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> 03.01.41. . VIHA S/MINIPILOTES 20*25 (21MP C , ) MLM +, , ?

V - ' 1/4 3/ !& 240MP 2$015.00

V - ' 1/2 1 2$100.00C - ,+ = 21.0 MP TM 1 1/2 & 1 =3 266$ 00.00

P, ?C' , - + '-- 1*3 D8 116$539. 5

E;' ?V /, ,-+ - 4 + M 44$000.00! = ,+ =,+ - , 1*0.25 M 95.00

, = , + M, >>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> 03.01.42. . VIHA S/MINIPILOTES 20*30 (21MP C , ) MLM +, , ?

V - ' 1/4 3/ !& 240MP 2$015.00

V - ' 1/2 1 2$100.00C - ,+ = 21.0 MP TM 1 1/2 & 1 =3 266$ 00.00

P, ?C' , - + '-- 1*3 D8 116$539. 5

E;' ?V /, ,-+ - 4 + M 44$000.00! = ,+ =,+ - , 1*0.25 M 95.00

, = , + M, >>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> 03.01.45. . VIHA DE SECCION T INV. 15*15F30*15 MLM +, , ?

C - ,+ = 21.0 MP TM 1 1/2 & 1 =3 266$ 00.00

P, ?C' , - + '-- 1*2 D8 90$640.90

E;' ?! = ,+ =,+ - , 1*0.25 M 95.00

, = , + M, >>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> 03.01.46. . VIHA DE SECCION T INV. 15*30F45*15 MLM +, , ?


19/806

C - ,+ = 21.0 MP TM 1 1/2 & 1 =3 266$ 00.00P, ?

C' , - + '-- 1*2 D8 90$640.90E;' ?

! = ,+ =,+ - , 1*0.25 M 95.00, = , + M,

>>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> 03.01.50. . %APATA CONCENTRICA 2 A 4 M2 M3M +, , ?

C - ,+ = 21.0 MP TM 1 1/2 & 1 =3 266$ 00.00P, ?

C' , - + '-- 1*3 D8 116$539. 5E;' ?

! = ,+ =,+ - , 1*0.5 MF" M 160.00V /, ,-+ - 4 + M 44$000.00

, = , + M, >>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> 03.01.55. . %APATA CONCENTRICA A 2 M2 M3

M +, , ?C - ,+ = 21.0 MP TM 1 1/2 & 1 =3 266$ 00.00

P, ?C' , - + '-- 1*3 D8 13 $267.1

E;' ?V /, ,-+ - 4 + M 44$000.00! = ,+ =,+ - , 1*0.5 MF" M 160.00

, = , + M, >>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> 03.01.60. . %APATA CONCENTRICA A 4 M2 M3M +, , ?

C - ,+ = 21.0 MP TM 1 1/2 & 1 =3 266$ 00.00

P, ?C' , - + '-- 1*3 D8 116$539. 5

E;' ?V /, ,-+ - 4 + M 44$000.00! = ,+ =,+ - , 1*0.5 MF" M 160.00

, = , + M, >>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> 03.01.65. . PEDESTALES CONCRETO 21.0 MP M3M +, , ?

C - ,+ = 21.0 MP TM 1 1/2 & 1 =3 266$ 00.00P, ?

C' , - + '-- 1*2 D8 107$ 21.14

E;' ?! = ,+ =,+ - /- '= 0.5*0.5 M 95.00V /, ,-+ - 4 + M 44$000.00

, = , + M, >>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> 03.01.67. . PEDESTALES CONCRETO 2 .0 MP M3M +, , ?

C - ,+ = 2 .0 MP TM 1 1/2 & 1 =3 301$600.00


20/806

P, ?C' , - + '-- 1*2 D8 90$640.90

E;' ?! = ,+ =,+ - /- '= 0.5*0.5 M 95.00V /, ,-+ - 4 + M 44$000.00

, = , + M, >>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> 03.01.70. . VIHA DE AMARRE DE CIMENTACION M3M +, , ?

C - ,+ = 21.0 MP TM 3/4 =3 290$000.00P, ?

C' , - + '-- 1*3 D8 116$539. 5E;' ?

V /, ,-+ - 4 + M 44$000.00! = ,+ =,+ - , 1*0.5 MF" M 160.00

, = , + M, >>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> 03.01.75. . VIHA CIMENTACION DE 0.20 * 0.70 ML

M +, , ?C - ,+ = 21.0 MP TM 1 1/2 & 1 =3 266$ 00.00V - ' 1/4 3/ !& 240MP 2$015.00P' + 1 1/2 5 1$725.00

A = , , - . 1 2$619.00P, ?

C' , - + '-- 1*2 D8 90$640.90E;' ?

T , , = , '/ 95.00V /, ,-+ - 4 + M 44$000.00

, = , + M, >>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>

03.01. 0. . M"RO DE CONTENCION EN VOLADI%O 0.20 M3M +, , ?

C - ,+ = 21.0 MP TM 1 1/2 & 1 =3 266$ 00.00P, ?

C' , - + '-- 1*3 D8 116$539. 5E;' ?

V /, ,-+ - 4 + M 44$000.00! = ,+ =,+ - , 1*0.5 MF" M 160.00

, = , + M, >>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> 03.01. 2. . M"RO DE CONTENCION EN VOLADI%O 0.30 M3M +, , ?

C - ,+ = 21.0 MP TM 1 1/2 & 1 =3 266$ 00.00P, ?

C' , - + '-- 1*3 D8 116$539. 5E;' ?

V /, ,-+ - 4 + M 44$000.00! = ,+ =,+ - , 1*0.5 MF" M 160.00

, = , + M, >>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>


21/806

03.01. 5. . M"RO CIMENTACION 1.50 B 0. 0 , 0.20 MLM +, , ?

C - ,+ = 21.0 MP TM 1 1/2 & 1 =3 266$ 00.00V - ' 1/2 1 2$100.00V - ' 1/4 3/ !& 240MP 2$015.00

A = , , - . 1 2$619.00P, ?

C' , - + '-- 1*0 D8 3 $ 43.00E;' ?

P =,+ - 4M '/ 120.00V /, ,-+ - 4 + M 44$000.00! = ,+ =,+ - , 1*0.5 MF" M 160.00C, - =,+ - , 3.00M+ '/ 95.00

, = , + M, >>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> 03.01. 6. . M"RO CIMENTACION 2.00 B 0. 0 , 0.20 MLM +, , ?

V - ' 1/4 3/ !& 240MP 2$015.00

A = , , - . 1 2$619.00C - ,+ = 21.0 MP TM 1 1/2 & 1 =3 266$ 00.00V - ' 1/2 1 2$100.00

P, ?C' , - + '-- 1*2 D8 90$640.90

E;' ?P =,+ - 4M '/ 120.00V /, ,-+ - 4 + M 44$000.00T , , = , '/ 95.00C, - =,+ - , 3.00M+ '/ 95.00

, = , + M, >>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>

03.01.94. . MINIPILOTE EN CICLOPEO D 0.30 F 17.5 MP MLM +, , ?

P , =3 21$600.00C - ,+ = 17.5 MP TM 3/4 =3 27 $400.00

P, ?C' , - + '-- 1*3 D8 116$539. 5

, = , + M, >>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> 03.01.95. . MINIPILOTE EN CICLOPEO D 0.30 F 14 MP MLM +, , ?

C - ,+ = 14.0 MP TM 1 1/2 & 1 =3 243$600.00P , =3 21$600.00

P, ?C' , - + '-- 1*3 D8 116$539. 5

, = , + M, >>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> 03.01.97. . MINIPILOTE EN CICLOPEO D 0.35 F 17.5 MP MLM +, , ?

P , =3 21$600.00C - ,+ = 17.5 MP TM 3/4 =3 27 $400.00


22/806

P, ?C' , - + '-- 1*3 D8 116$539. 5

, = , + M, >>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> 03.01.9 . . MINIPILOTE EN CICLOPEO D 0.35 F 14 MP MLM +, , ?

P , =3 21$600.00C - ,+ = 14.0 MP TM 1 1/2 & 1 =3 243$600.00

P, ?C' , - + '-- 1*3 D8 116$539. 5

, = , + M, >>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> 03.02.05. . PLACA CIMENTACION RETFCEL 5* 5 , 0.15 M2M +, , ?

V - ' 1/4 3/ !& 240MP 2$015.00 A = , , - . 1 2$619.00B ;', ,+F-, 5* 5*15 ' 13$755.00C - ,+ = 21.0 MP TM 1 1/2 & 1 =3 266$ 00.00

P, ?C' , - + '-- 1*3 D8 116$539. 5

E;' ?V /, ,-+ - 4 + M 44$000.00! = ,+ =,+ - , 1*0.25 M 95.00

, = , + M, >>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> 03.02.0 . . PLACA CIMENTACION RETFCEL 5* 5 , 0.20 M2M +, , ?

B ;', ,+F-, 5* 5*20 ' 15$69 .00V - ' 1/4 3/ !& 240MP 2$015.00C - ,+ = 21.0 MP TM 1 1/2 & 1 =3 266$ 00.00

A = , , - . 1 2$619.00P, ?

C' , - + '-- 1*3 D8 116$539. 5E;' ?

V /, ,-+ - 4 + M 44$000.00! = ,+ =,+ - , 1*0.25 M 95.00

, = , + M, >>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> 03.02.11. . PLACA CIMENTACION RETFCEL 75*75 , 0.15 M2M +, , ?

C - ,+ = 21.0 MP TM 1 1/2 & 1 =3 266$ 00.00 A = , , - . 1 2$619.00

V - ' 1/4 3/ !& 240MP 2$015.00B ;', ,+F-, 75*75*15 ' 10$211.00

P, ?C' , - + '-- 1*3 D8 116$539. 5

E;' ?! = ,+ =,+ - , 1*0.25 M 95.00V /, ,-+ - 4 + M 44$000.00

, = , + M,


23/806

>>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> 03.02.14. . PLACA CIMENTACION RETFCEL 75*75 , 0.20 M2M +, , ?

C - ,+ = 21.0 MP TM 1 1/2 & 1 =3 266$ 00.00V - ' 1/4 3/ !& 240MP 2$015.00B ;', ,+F-, 75*75*20 ' 12$620.00

A = , , - . 1 2$619.00P, ?

C' , - + '-- 1*3 D8 116$539. 5E;' ?

! = ,+ =,+ - , 1*0.25 M 95.00V /, ,-+ - 4 + M 44$000.00

, = , + M, >>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> 03.02.20. . PLACA CONTRAPISO , 0.15 M2M +, , ?

C - ,+ = 21.0 MP TM 1 1/2 & 1 =3 266$ 00.00P, ?

C' , - + '-- 1*2 D8 90$640.90, = , + M,

>>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> 03.02.21. . PLACA CONTRAPISO , 0.12 M2M +, , ?

C - ,+ = 21.0 MP TM 1 1/2 & 1 =3 266$ 00.00P, ?

C' , - + '-- 1*2 D8 90$640.90, = , + M,

>>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> 03.02.22. . PLACA CONTRAPISO , 0.10 = M2M +, , ?

C - ,+ = 21.0 MP TM 1 1/2 & 1 =3 266$ 00.00P, ?

C' , - + '-- 1*2 D8 90$640.90, = , + M,

>>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> 04.01.05. . COL"MNA RECTANH"LAR A 1600-=2 M3M +, , ?

C - ,+ = 21.0 MP TM 1 1/2 & 1 =3 266$ 00.00P, ?

C' , - + '-- 1*2 D8 90$640.90E;' ?

! = ,+ =,+ - , 1*0.5 MF" M 160.00

V /, ,-+ - 4 + M 44$000.00, = , + M,

>>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> 04.01.06. . COL"MNA RECTANH"LAR 1600 A 2500-=2 M3M +, , ?

C - ,+ = 21.0 MP TM 1 1/2 & 1 =3 266$ 00.00P, ?

C' , - + '-- 1*2 D8 90$640.90


24/806

E;' ?! = ,+ =,+ - /- '= 0.5*0.5M+ '/ 95.00V /, ,-+ - 4 + M 44$000.00

, = , + M, >>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> 04.01.07. . COL"MNA RECTANH"LAR A 2500-=2 M3M +, , ?

C - ,+ = 21.0 MP TM 1 1/2 & 1 =3 266$ 00.00P, ?

C' , - + '-- 1*2 D8 90$640.90E;' ?

! = ,+ =,+ - /- '= 0.5*0.5 M 95.00V /, ,-+ - 4 + M 44$000.00

, = , + M, >>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> 04.01.10. . COL"MNA DE 0.25*0.25 4D 5/ E1/4 C/0.2 MLM +, , ?

C - ,+ = 21.0 MP TM 1 1/2 & 1 =3 266$ 00.00

V - ' 1/2 1 2$170.00 A = , , - . 1 2$619.00V 4MM !& 420MP 2$66 .00

P, ?C' , - + '-- 1*3 D8 13 $627.1

E;' ?T , = , '/ 450.00

, = , + M, >>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> 04.01.19. . COL"MNA 0.20*0.20 SIN RE!"ER%O MLM +, , ?

C - ,+ = 21.0 MP TM 1 1/2 & 1 =3 266$ 00.00

P, ?C' , - + '-- 1*2 D8 90$640.90

E;' ?! = ,+ =,+ - , 1*0.25 M 95.00P =,+ - 3M '/ 95.00

, = , + M, >>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> 04.01.20. . COL.DE CON!INAMIENTO SIN RE!"ER%O 15*20 MLM +, , ?

C - ,+ = 21.0 MP TM 1 1/2 & 1 =3 266$ 00.00P, ?

C' , - + '-- 1*2 D8 90$640.90

E;' ?! = ,+ =,+ - , 1*0.25 M 95.00V /, ,-+ - 4 + M 44$000.00


C - ,+ = 21.0 MP TM 1 1/2 & 1 =3 266$ 00.00


25/806

P, ?C' , - + '-- 1*2 D8 90$640.90

E;' ?! = ,+ =,+ - , 1*0.25 M 95.00V /, ,-+ - 4 + M 44$000.00


C - ,+ = 21.0 MP TM 1 1/2 & 1 =3 266$ 00.00P, ?

C' , - + '-- 1*2 D8 90$640.90E;' ?

! = ,+ =,+ - , 1*0.25 M 95.00V /, ,-+ - 4 + M 44$000.00

, = , + M, >>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> 04.01.23. . COL.DE CON!INAMIENTO SIN RE!"ER%O 12*25 ML

M +, , ?C - ,+ = 21.0 MP TM 1 1/2 & 1 =3 266$ 00.00

P, ?C' , - + '-- 1*2 D8 90$640.90

E;' ?! = ,+ =,+ - , 1*0.25 M 95.00V /, ,-+ - 4 + M 44$000.00


C - ,+ = 21.0 MP TM 1 1/2 & 1 =3 266$ 00.00

P, ?C' , - + '-- 1*2 D8 90$640.90

E;' ?! = ,+ =,+ - , 1*0.25 M 95.00V /, ,-+ - 4 + M 44$000.00

, = , + M, >>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> 04.01.25. . COL.DE CON!INAMIENTO CON RE!"ER%O 15*20 MLM +, , ?

V - ' 1/4 3/ !& 240MP 2$015.00C - ,+ = 21.0 MP TM 1 1/2 & 1 =3 266$ 00.00

P, ?

C' , - + '-- 1*2 D8 6$ 71.57E;' ?

V /, ,-+ - 4 + M 44$000.00! = ,+ =,+ - , 1*0.25 M 95.00



26/806

V - ' 1/4 3/ !& 240MP 2$ 00.00C - ,+ = 21.0 MP TM 1 1/2 & 1 =3 266$ 00.00

P, ?C' , - + '-- 1*2 D8 6$ 71.57

E;' ?! = ,+ =,+ - , 1*0.25 M 140.00V /, ,-+ - 4 + M 4 $000.00


C - ,+ = 21.0 MP TM 1 1/2 & 1 =3 266$ 00.00V - ' 1/4 3/ !& 240MP 2$015.00

P, ?C' , - + '-- 1*2 D8 107$ 21.00

E;' ?! = ,+ =,+ - , 1*0.25 M 95.00V /, ,-+ - 4 + M 44$000.00

, = , + M, >>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> 04.01.2 . . COL.DE CON!INAMIENTO CON RE!"ER%O 12*25 MLM +, , ?

V - ' 1/4 3/ !& 240MP 2$015.00C - ,+ = 21.0 MP TM 1 1/2 & 1 =3 266$ 00.00

P, ?C' , - + '-- 1*2 D8 90$640.90

E;' ?! = ,+ =,+ - , 1*0.25 M 95.00V /, ,-+ - 4 + M 44$000.00

, = , + M,

>>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> 04.01.29. . COL.DE CON!INAMIENTO CON RE!"ER%O 12*30 MLM +, , ?

C - ,+ = 21.0 MP TM 1 1/2 & 1 =3 266$ 00.00V - ' 1/4 3/ !& 240MP 2$015.00

P, ?C' , - + '-- 1*2 D8 90$640.90

E;' ?! = ,+ =,+ - , 1*0.25 M 95.00V /, ,-+ - 4 + M 44$000.00

, = , + M, >>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>

04.01.30. . VIHA AISLADA !"INDIDA EN SITIO 0.20 M3M +, , ?

C - ,+ = 21.0 MP TM 1 1/2 & 1 =3 266$ 00.00P, ?

C' , - + '-- 1*2 D8 90$640.90E;' ?

T , = , 1.40*0.70 =+ F' '/ 95.00C, - , = , 3= '/ 95.00


27/806

! = ,+ =,+ - , 1*0.5 MF" M 160.00V /, ,-+ - 4 + M 44$000.00P =,+ - 4M '/ 120.00

, = , + M, >>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> 04.01.32. . VIHA AISLADA !"INDIDA EN SITIO 0.30 M3M +, , ?

C - ,+ = 21.0 MP TM 1 1/2 & 1 =3 266$ 00.00P, ?

C' , - + '-- 1*2 D8 90$640.90E;' ?

V /, ,-+ - 4 + M 44$000.00T , = , 1.40*0.70 =+ F' '/ 95.00P =,+ - 4M '/ 120.00! = ,+ =,+ - , 1*0.5 MF" M 160.00C, - , = , 3= '/ 95.00

, = , + M, >>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>

04.01.34. . VIHA AISLADA !"INDIDA EN SITIO 0.40 M3M +, , ?

C - ,+ = 21.0 MP TM 1 1/2 & 1 =3 266$ 00.00P, ?

C' , - + '-- 1*2 D8 90$640.90E;' ?

C, - , = , 3= '/ 95.00P =,+ - 4M '/ 120.00T , = , 1.40*0.70 =+ F' '/ 95.00! = ,+ =,+ - , 1*0.5 MF" M 160.00V /, ,-+ - 4 + M 44$000.00

, = , + M,

>>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> 04.01.39. . VIHA SOBRE M"RO 20*20 SIN RE!"ER%O MLM +, , ?

C - ,+ = 21.0 MP TM 1 1/2 & 1 =3 266$ 00.00P, ?

C' , - + '-- 1*2 D8 90$640.90E;' ?

! = ,+ =,+ - , 1*0.25 M 95.00, = , + M,

>>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> 04.01.40. . VIHA SOBRE M"RO 12*20 CON RE!"ER%O MLM +, , ?

C - ,+ = 21.0 MP TM 1 1/2 & 1 =3 266$ 00.00V - ' 1/4 3/ !& 240MP 2$015.00

P, ?C' , - + '-- 1*2 D8 90$640.90

E;' ?! = ,+ =,+ - , 1*0.25 M 95.00V /, ,-+ - 4 + M 44$000.00

, = , + M,


28/806

>>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> 04.01.41. . VIHA SOBRE M"RO 12*25 CON RE!"ER%O MLM +, , ?

C - ,+ = 21.0 MP TM 1 1/2 & 1 =3 266$ 00.00V - ' 1/4 3/ !& 240MP 2$ 00.00

P, ?C' , - + '-- 1*2 D8 107$ 21.00

E;' ?! = ,+ =,+ - , 1*0.25 M 140.00V /, ,-+ - 4 + M 4 $000.00

, = , + M, >>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> 04.01.42. . VIHA SOBRE M"RO 12*30 CON RE!"ER%O MLM +, , ?

C - ,+ = 21.0 MP TM 1 1/2 & 1 =3 266$ 00.00V - ' 1/4 3/ !& 240MP 2$015.00

P, ?C' , - + '-- 1*2 D8 90$640.90

E;' ?! = ,+ =,+ - , 1*0.25 M 95.00V /, ,-+ - 4 + M 44$000.00


C - ,+ = 21.0 MP TM 1 1/2 & 1 =3 266$ 00.00V - ' 1/4 3/ !& 240MP 2$015.00

P, ?C' , - + '-- 1*2 D8 90$640.90

E;' ?

V /, ,-+ - 4 + M 44$000.00! = ,+ =,+ - , 1*0.25 M 95.00


C - ,+ = 21.0 MP TM 1 1/2 & 1 =3 266$ 00.00V - ' 1/4 3/ !& 240MP 2$015.00

P, ?C' , - + '-- 1*2 D8 90$640.90

E;' ?! = ,+ =,+ - , 1*0.25 M 95.00

V /, ,-+ - 4 + M 44$000.00, = , + M,

>>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> 04.01.45. . VIHA SOBRE M"RO 12*20 SIN RE!"ER%O MLM +, , ?

C - ,+ = 21.0 MP TM 1 1/2 & 1 =3 266$ 00.00P, ?

C' , - + '-- 1*2 D8 90$640.90


29/806

E;' ?V /, ,-+ - 4 + M 44$000.00! = ,+ =,+ - , 1*0.25 M 95.00

, = , + M, >>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> 04.01.50. . VIHA EN ARCO SALIENTE ARRIBA 0.20 M3M +, , ?

C - ,+ = 21.0 MP TM 1 1/2 & 1 =3 266$ 00.00P, ?

C' , - + '-- 1*2 D8 90$640.90E;' ?

! = ,+ - +, - 0.50 ML/ 500.00V /, ,-+ - 4 + M 44$000.00


C - ,+ = 21.0 MP TM 1 1/2 & 1 =3 266$ 00.00

P, ?C' , - + '-- 1*2 D8 90$640.90

E;' ?V /, ,-+ - 4 + M 44$000.00! = ,+ - +, - 0.50 ML/ 500.00


C - ,+ = 21.0 MP TM 1 1/2 & 1 =3 266$ 00.00P, ?

C' , - + '-- 1*2 D8 90$640.90

E;' ?! = ,+ - +, - 0.50 ML/ 500.00V /, ,-+ - 4 + M 44$000.00

, = , + M, >>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> 04.02.05. . PLACA MACI%A .10 M2M +, , ?

C - ,+ = 21.0 MP TM 1 1/2 & 1 =3 266$ 00.00P, ?

C' , - + '-- 1*2 D8 90$640.90E;' ?

T , , = , '/ 95.00

P =,+ - 4M '/ 120.00! = ,+ =,+ - , 1*0.25 M 95.00C, - =,+ - , 3.00M+ '/ 95.00V /, ,-+ - 4 + M 44$000.00

, = , + M, >>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> 04.02.06. . PLACA MACI%A .12 M2M +, , ?


30/806

C - ,+ = 21.0 MP TM 1 1/2 & 1 =3 266$ 00.00P, ?

C' , - + '-- 1*2 D8 6$ 71.57E;' ?

! = ,+ =,+ - , 1*0.25 M 95.00T , , = , '/ 95.00V /, ,-+ - 4 + M 44$000.00P =,+ - 4M '/ 120.00C, - =,+ - , 3.00M+ '/ 95.00

, = , + M, >>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> 04.02.07. . PLACA MACI%A .15 M2M +, , ?

C - ,+ = 21.0 MP TM 1 1/2 & 1 =3 266$ 00.00P, ?

C' , - + '-- 1*2 D8 90$640.90E;' ?

C, - =,+ - , 3.00M+ '/ 95.00

P =,+ - 4M '/ 120.00T , , = , '/ 95.00V /, ,-+ - 4 + M 44$000.00! = ,+ =,+ - , 1*0.25 M 95.00

, = , + M, >>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> 04.02.15. . PLACA ALIHERADA 1DIR 0.25 "/20/40 M2M +, , ?

C - ,+ = 21.0 MP TM 1 1/2 & 1 =3 266$ 00.00B ;', ' -, + 75*20*20 ' 4$372.00

P, ?C' , - + '-- 1*3 D8 116$539. 5

E;' ?P =,+ - 4M '/ 120.00T , , = , '/ 95.00T , =,+ - , 1*0.5=+ '/ 60.00V /, ,-+ - 4 + M 44$000.00C, - =,+ - , 3.00M+ '/ 95.00

, = , + M, >>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> 04.02.1 . . PLACA ALIHERADA 1DIR 0.25 BLO "E/60 M2M +, , ?

A - T /60 ' 600.00C - ,+ = 21.0 MP TM 1 1/2 & 1 =3 266$ 00.00

B ;', " -, "F25/60 60*25*25 ' 3$400.00P, ?

C' , - + '-- 1*3 D8 116$539. 5E;' ?

P =,+ - 4M '/ 120.00T , , = , '/ 95.00T , =,+ - , 1*0.5=+ '/ 60.00V /, ,-+ - 4 + M 44$000.00


31/806

C, - =,+ - , 3.00M+ '/ 95.00, = , + M,

>>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> 04.02.19. . PLACA ALIHERADA 1DIR 0.30 BLO "E/60 M2M +, , ?

C - ,+ = 21.0 MP TM 1 1/2 & 1 =3 266$ 00.00B ;', " -, "F30/60 60*25*30 ' 4$600.00

A - T /60 ' 600.00P, ?

C' , - + '-- 1*3 D8 116$539. 5E;' ?

T , =,+ - , 1*0.5=+ '/ 60.00V /, ,-+ - 4 + M 44$000.00C, - =,+ - , 3.00M+ '/ 95.00P =,+ - 4M '/ 120.00T , , = , '/ 95.00

, = , + M, >>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>

04.02.20. . PLACA ALIHERADA 1DIR 0.35 BLO "E/60 M2M +, , ?

B ;', " -, "F35/60 60*25*35 ' 4$700.00C - ,+ = 21.0 MP TM 1 1/2 & 1 =3 266$ 00.00

A - T /60 ' 600.00P, ?

C' , - + '-- 1*3 D8 116$539. 5E;' ?

P =,+ - 4M '/ 120.00T , , = , '/ 95.00T , =,+ - , 1*0.5=+ '/ 60.00V /, ,-+ - 4 + M 44$000.00

C, - =,+ - , 3.00M+ '/ 95.00, = , + M,

>>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> 04.02.21. . PLACA ALIHERADA 1DIR 0.40 BLO "E/60 M2M +, , ?

C - ,+ = 21.0 MP TM 1 1/2 & 1 =3 266$ 00.00B ;', " -, "F40/60 60*25*40 ' 6$000.00

A - T /60 ' 600.00P, ?

C' , - + '-- 1*3 D8 116$539. 5E;' ?

P =,+ - 4M '/ 120.00

T , , = , '/ 95.00T , =,+ - , 1*0.5=+ '/ 60.00V /, ,-+ - 4 + M 44$000.00C, - =,+ - , 3.00M+ '/ 95.00

, = , + M, >>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> 04.02.22. . PLACA ALIHERADA 1DIR 0.45 BLO "E/60 M2M +, , ?


32/806

A - T /75 ' 650.00C - ,+ = 21.0 MP TM 1 1/2 & 1 =3 266$ 00.00B ;', " -, "F45/75 75*20*45 ' 6$500.00

P, ?C' , - + '-- 1*3 D8 116$539. 5

E;' ?P =,+ - 4M '/ 120.00T , , = , '/ 95.00T , =,+ - , 1*0.5=+ '/ 60.00V /, ,-+ - 4 + M 44$000.00C, - =,+ - , 3.00M+ '/ 95.00

, = , + M, >>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> 04.02.23. . PLACA ALIHERADA 1DIR 0.25 "NICEL/ 5 M2M +, , ?

C - ,+ = 21.0 MP TM 1 1/2 & 1 =3 266$ 00.00B ;', ' -, 5*20*20 ' 4$14 .00

P, ?

C' , - + '-- 1*3 D8 116$539. 5E;' ?

P =,+ - 4M '/ 120.00T , , = , '/ 95.00T , =,+ - , 1*0.5=+ '/ 60.00V /, ,-+ - 4 + M 44$000.00C, - =,+ - , 3.00M+ '/ 95.00


C - ,+ = 21.0 MP TM 1 1/2 & 1 =3 266$ 00.00

B ;', ' -, + 5*20*20 ' 4$627.00P, ?

C' , - + '-- 1*3 D8 116$539. 5E;' ?

P =,+ - 4M '/ 120.00T , , = , '/ 95.00T , =,+ - , 1*0.5=+ '/ 60.00V /, ,-+ - 4 + M 44$000.00C, - =,+ - , 3.00M+ '/ 95.00

, = , + M, >>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> 04.02.25. . PLACA ALIHERADA 1DIR 0.35 "NICEL/ 5 M2

M +, , ?C - ,+ = 21.0 MP TM 1 1/2 & 1 =3 266$ 00.00B ;', ' -, + 5*20*30 ' 6$62 .00

P, ?C' , - + '-- 1*3 D8 116$539. 5

E;' ?P =,+ - 4M '/ 120.00T , , = , '/ 95.00


33/806

T , =,+ - , 1*0.5=+ '/ 60.00V /, ,-+ - 4 + M 44$000.00C, - =,+ - , 3.00M+ '/ 95.00


C - ,+ = 21.0 MP TM 1 1/2 & 1 =3 266$ 00.00B ;', ' -, + 5*20*35 ' 6$ 1.00

P, ?C' , - + '-- 1*3 D8 116$539. 5

E;' ?P =,+ - 4M '/ 120.00T , , = , '/ 95.00T , =,+ - , 1*0.5=+ '/ 60.00V /, ,-+ - 4 + M 44$000.00C, - =,+ - , 3.00M+ '/ 95.00

, = , + M,

>>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> 04.02.27. . PLACA ALIHERADA 1DIR 0.45 "NICEL/ 5 M2M +, , ?

C - ,+ = 21.0 MP TM 1 1/2 & 1 =3 266$ 00.00B ;', ' -, + 5*20*40 ' 7$157.00

P, ?C' , - + '-- 1*3 D8 116$539. 5

E;' ?T , , = , '/ 95.00P =,+ - 4M '/ 120.00T , =,+ - , 1*0.5=+ '/ 60.00V /, ,-+ - 4 + M 44$000.00

C, - =,+ - , 3.00M+ '/ 95.00, = , + M,

>>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> 04.02.2 . . PLACA ALIHERADA 1DIR 0.20 "NICEL/ 5 M2M +, , ?

B ;', ' -, + 5*20*20 ' 4$627.00C - ,+ = 21.0 MP TM 1 1/2 & 1 =3 266$ 00.00

P, ?C' , - + '-- 1*3 D8 116$539. 5

E;' ?P =,+ - 4M '/ 120.00T , , = , '/ 95.00

T , =,+ - , 1*0.5=+ '/ 60.00V /, ,-+ - 4 + M 44$000.00C, - =,+ - , 3.00M+ '/ 95.00


B ;', ' -, + 5*20*30 ' 6$62 .00


34/806

C - ,+ = 21.0 MP TM 1 1/2 & 1 =3 266$ 00.00P, ?

C' , - + '-- 1*3 D8 116$539. 5E;' ?

P =,+ - 4M '/ 120.00T , , = , '/ 95.00T , =,+ - , 1*0.5=+ '/ 60.00V /, ,-+ - 4 + M 44$000.00C, - =,+ - , 3.00M+ '/ 95.00


B ;', ' -, + 5*20*40 ' 7$157.00C - ,+ = 21.0 MP TM 1 1/2 & 1 =3 266$ 00.00

P, ?C' , - + '-- 1*3 D8 116$539. 5

E;' ?

P =,+ - 4M '/ 120.00T , , = , '/ 95.00T , =,+ - , 1*0.5=+ '/ 60.00V /, ,-+ - 4 + M 44$000.00C, - =,+ - , 3.00M+ '/ 95.00

, = , + M, >>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> 04.02.31. . PLACA ALIHERADA 1DIR C.MADERA 0.25 M2M +, , ?

C - ,+ = 21.0 MP TM 1 1/2 & 1 =3 266$ 00.00C ,+ , = , 0.20 =2 19$6 0.00

P, ?

C' , - + '-- 1*3 D8 116$539. 5E;' ?

T , =,+ - 0.95*0.95M+ F' '/ 95.00T , , = , '/ 95.00V /, ,-+ - 4 + M 44$000.00P =,+ - 4M '/ 120.00C, - =,+ - , 3.00M+ '/ 95.00

, = , + M, >>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> 04.02.32. . PLACA ALIHERADA 1DIR C.MADERA 0.30 M2M +, , ?

C - ,+ = 21.0 MP TM 1 1/2 & 1 =3 266$ 00.00

C ,+ , = , 0.25 =2 21$665.00P, ?

C' , - + '-- 1*3 D8 116$539. 5E;' ?

T , =,+ - 0.95*0.95M+ F' '/ 95.00T , , = , '/ 95.00V /, ,-+ - 4 + M 44$000.00P =,+ - 4M '/ 120.00


35/806

C, - =,+ - , 3.00M+ '/ 95.00, = , + M,

>>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> 04.02.33. . PLACA ALIHERADA 1DIR C.MADERA 0.35 M2M +, , ?

C - ,+ = 21.0 MP TM 1 1/2 & 1 =3 266$ 00.00C ,+ , = , 0.30 =2 23$645.00

P, ?C' , - + '-- 1*3 D8 116$539. 5

E;' ?T , =,+ - 0.95*0.95M+ F' '/ 95.00T , , = , '/ 95.00V /, ,-+ - 4 + M 44$000.00P =,+ - 4M '/ 120.00C, - =,+ - , 3.00M+ '/ 95.00

, = , + M, >>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> 04.02.34. . PLACA ALIHERADA 1DIR C.MADERA 0.40 M2

M +, , ?C - ,+ = 21.0 MP TM 1 1/2 & 1 =3 266$ 00.00C ,+ , = , 0.35 =2 25$630.00

P, ?C' , - + '-- 1*3 D8 116$539. 5

E;' ?T , =,+ - 0.95*0.95M+ F' '/ 95.00T , , = , '/ 95.00V /, ,-+ - 4 + M 44$000.00P =,+ - 4M '/ 120.00C, - =,+ - , 3.00M+ '/ 95.00

, = , + M,

>>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> 04.02.35. . PLACA ALIHERADA 1DIR C.MADERA 0.45 M2M +, , ?

C - ,+ = 21.0 MP TM 1 1/2 & 1 =3 266$ 00.00C ,+ , = , 0.40 =2 27$610.00

P, ?C' , - + '-- 1*3 D8 116$539. 5

E;' ?T , =,+ - 0.95*0.95M+ F' '/ 95.00T , , = , '/ 95.00V /, ,-+ - 4 + M 44$000.00P =,+ - 4M '/ 120.00

C, - =,+ - , 3.00M+ '/ 95.00, = , + M,

>>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> 04.02.40. . PLACA ALIHERADA 30 DOS DIR. RETFCEL M2M +, , ?

C - ,+ = 21.0 MP TM 1 1/2 & 1 =3 266$ 00.00B ;', ,+F-, 75*75*15 ' 11$391.00

P, ?


36/806

C' , - + '-- 1*2 D8 90$640.90E;' ?

V /, ,-+ - 4 + M 44$000.00T , =,+ - , 1*0.5=+ '/ 60.00C, - =,+ - , 3.00M+ '/ 95.00P =,+ - 4M '/ 120.00T , , = , '/ 95.00

, = , + M, >>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> 04.02.41. . PLACA ALIHERADA 35 DOS DIR. RETFCEL M2M +, , ?

B ;', ,+F-, 75*75*15 ' 11$391.00B ;', ,+F-, 75*75*20 ' 12$620.00C - ,+ = 21.0 MP TM 1 1/2 & 1 =3 266$ 00.00

P, ?C' , - + '-- 1*2 D8 90$640.90

E;' ?C, - =,+ - , 3.00M+ '/ 95.00

P =,+ - 4M '/ 120.00T , , = , '/ 95.00T , =,+ - , 1*0.5=+ '/ 60.00V /, ,-+ - 4 + M 44$000.00


C - ,+ = 21.0 MP TM 1 1/2 & 1 =3 266$ 00.00B ;', ,+F-, 75*75*20 ' 12$620.00

P, ?C' , - + '-- 1*2 D8 90$640.90

E;' ?T , =,+ - , 1*0.5=+ '/ 60.00C, - =,+ - , 3.00M+ '/ 95.00P =,+ - 4M '/ 120.00T , , = , '/ 95.00V /, ,-+ - 4 + M 44$000.00


C - ,+ = 21.0 MP TM 1 1/2 & 1 =3 266$ 00.00B ;', ,+F-, 5* 5*15 ' 12$331.00

B ;', ,+F-, 75*75*20 ' 12$620.00P, ?

C' , - + '-- 1*2 D8 90$640.90E;' ?

V /, ,-+ - 4 + M 44$000.00T , =,+ - , 1*0.5=+ '/ 60.00C, - =,+ - , 3.00M+ '/ 95.00P =,+ - 4M '/ 120.00


37/806

T , , = , '/ 95.00, = , + M,

>>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> 04.02.60. . PLACA DOS DIR. 0.35 REMOVIBLE PLASTICA M2M +, , ?

C - ,+ = 2 .0 MP TM 1 1/2 & 1 =3 301$600.00B = - - ,+ =3 23$200.00

P, ?C' , - + '-- 1*3 D8 116$539. 5

E;' ?! = ,+ =,+ - , 1*0.5 MF" M 160.00! = ,+ =,= + ,< M2/ 130.00V /, ,-+ - 4 + M 44$000.00C, - =,+ - , 3.00M+ '/ 95.00P =,+ - 4M '/ 120.00

, = , + M, >>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> 04.02. 0. . PLACA DE CIMENTACION RETFCEL , 0.15 M2

M +, , ?V - ' 1/4 3/ !& 240MP 2$015.00

A = , , - . 1 2$619.00B ;', ,+F-, 5* 5*15 ' 13$755.00C - ,+ = 21.0 MP TM 1 1/2 & 1 =3 266$ 00.00

P, ?C' , - + '-- 1*3 D8 116$539. 5

E;' ?V /, ,-+ - 4 + M 44$000.00! = ,+ =,+ - , 1*0.25 M 95.00

, = , + M, >>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>

04.02. 2. . PLACA DE CIMENTACION RETFCEL , 0.20 M2M +, , ?

B ;', ,+F-, 5* 5*20 ' 15$69 .00V - ' 1/4 3/ !& 240MP 2$015.00C - ,+ = 21.0 MP TM 1 1/2 & 1 =3 266$ 00.00

A = , , - . 1 2$619.00P, ?

C' , - + '-- 1*3 D8 116$539. 5E;' ?

V /, ,-+ - 4 + M 44$000.00! = ,+ =,+ - , 1*0.25 M 95.00

, = , + M,

>>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> 04.02. 4. . PLACA DE CIMENTACION RETFCEL , 0.15 M2M +, , ?

C - ,+ = 21.0 MP TM 1 1/2 & 1 =3 266$ 00.00 A = , , - . 1 2$619.00V - ' 1/4 3/ !& 240MP 2$015.00B ;', ,+F-, 75*75*15 ' 10$211.00

P, ?


38/806

C' , - + '-- 1*3 D8 116$539. 5E;' ?

! = ,+ =,+ - , 1*0.25 M 95.00V /, ,-+ - 4 + M 44$000.00

, = , + M, >>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> 04.02. 6. . PLACA DE CIMENTACION RETFCEL , 0.20 M2M +, , ?

C - ,+ = 21.0 MP TM 1 1/2 & 1 =3 266$ 00.00V - ' 1/4 3/ !& 240MP 2$015.00B ;', ,+F-, 75*75*20 ' 12$620.00

A = , , - . 1 2$619.00P, ?

C' , - + '-- 1*3 D8 116$539. 5E;' ?

! = ,+ =,+ - , 1*0.25 M 95.00V /, ,-+ - 4 + M 44$000.00

, = , + M,

>>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> 04.03.10. . M3M +, , ?

C - ,+ = 21.0 MP TM 1 1/2 & 1 =3 321$792.00P, ?

C' , - + '-- 1*3 D8 13 $617.20E;' ?

! = ,+ , - , M2/ 3$000.00V /, ,-+ - 4 + M 50$000.00

, = , + M, >>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> 04.03.12. . PASOS ESCALERAS ', 0.30 ML

M +, , ?*** N E: +, *** * F

P, ?C' , - + '-- 1*1 D8 64$741.95

E;' ?T , = , '/ 450.00! = ,+ =,+ - , 1*0.25 M 95.00

, = , + M, >>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> 04.03.55. . CONCRETO TAN "E ENTERRADO M3M +, , ?

C - ,+ = 21.0 MP TM 1 1/2 & 1 =3 266$ 00.00

P, ?C' , - + '-- 1*3 D8 116$539. 5

E;' ?V /, ,-+ - 4 + M 44$000.00T , , = , '/ 95.00

, = , + M, >>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> 04.03.65. . CONCRETO TAN "E ELEVADO M3


39/806

M +, , ?C - ,+ = 21.0 MP TM 1 1/2 & 1 =3 266$ 00.00

P, ?C' , - + '-- 1*3 D8 116$539. 5

E;' ?C, - =,+ - , 3.00M+ '/ 95.00T , =,+ - , 1*0.5=+ '/ 60.00V /, ,-+ - 4 + M 44$000.00T , , = , '/ 95.00P =,+ - 4M '/ 120.00

, = , + M, >>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> 04.03.70. . CONCRETO !ONDO CONO M"ROS M3M +, , ?

C - ,+ = 21.0 MP TM 1 1/2 & 1 =3 266$ 00.00P, ?

C' , - + '-- 1*3 D8 116$539. 5E;' ?

C, - =,+ - , 3.00M+ '/ 95.00V /, ,-+ - 4 + M 44$000.00P =,+ - 4M '/ 120.00T , =,+ - , 1*0.5=+ '/ 60.00T , , = , '/ 95.00

A = +' ' 1.50*1.50 ,-/ 63 .00, = , + M,

>>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> 04.04.10. . MEMBRANA CILINDRICA ARCO 1 0 , 0.06 M2M +, , ?

C - ,+ = 21.0 MP TM 1 1/2 & 1 =3 266$ 00.00M , ,-+ 5== 10*10 =2 5$605.00

P, ?C' , - + '-- 1*4 D8 142$43 . 0

E;' ?! = ,+ =,+ - , 1*0.25 M 95.00V /, ,-+ - 4 + M 44$000.00! = ,+ =,= - - M2/ 130.00P =,+ - 4M '/ 120.00

, = , + M, >>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> 04.04.11. . MEMBRANA CILINDRICA ARCO 120 M2M +, , ?

M , ,-+ 5== 10*10 =2 5$605.00

C - ,+ = 21.0 MP TM 1 1/2 & 1 =3 266$ 00.00P, ?

C' , - + '-- 1*3 D8 116$539. 5E;' ?

! = ,+ =,= - - M2/ 130.00P =,+ - 4M '/ 120.00! = ,+ =,+ - , 1*0.25 M 95.00V /, ,-+ - 4 + M 44$000.00


40/806


C - ,+ = 21.0 MP TM 1 1/2 & 1 =3 266$ 00.00M , ,-+ 5== 10*10 =2 5$605.00

P, ?C' , - + '-- 1*3 D8 116$539. 5

E;' ?! = ,+ =,= - - M2/ 130.00P =,+ - 4M '/ 120.00! = ,+ =,+ - , 1*0.25 M 95.00V /, ,-+ - 4 + M 44$000.00


C - ,+ = 21.0 MP TM 1 1/2 & 1 =3 266$ 00.00

M , ,-+ 5== 10*10 =2 5$605.00P, ?

C' , - + '-- 1*3 D8 116$539. 5E;' ?

! = ,+ =,= - - M2/ 130.00P =,+ - 4M '/ 120.00! = ,+ =,+ - , 1*0.25 M 95.00V /, ,-+ - 4 + M 44$000.00

, = , + M, >>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> 04.04.15. . MEMBRANA CILINDRICA ARCO 1 0 , 0.07 M2M +, , ?

M , ,-+ 5== 15*15 =2 4$4 4.00C - ,+ = 21.0 MP TM 1 1/2 & 1 =3 266$ 00.00

P, ?C' , - + '-- 1*4 D8 142$43 . 0

E;' ?V /, ,-+ - 4 + M 44$000.00! = ,+ =,= - - M2/ 130.00! = ,+ =,+ - , 1*0.25 M 95.00P =,+ - 4M '/ 120.00

, = , + M, >&

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UNITARIOS CONSTRUPRECIO 2014