formula pólinomica

7/21/2019 Formula Plinomica

1/48

PRESUPUESTO

OBRA : REHABILITACION DE LAGUNAS FACULTATIVAS EXISTENTES

PROPIETARIO : MUNICIPALIDAD PROVINCIAL DE CASMA

FORMULA 01 : REHABILITACION DE LAGUNAS FACULTATIVAS EXISTENTES

LUGAR : BUENA VISTA DEPARTAMENTO : ANCASH COSTO AL : 30/01/2012

ITEM DESCRIPCION UND

01.01.00 Excavacin de zanjas h=2.00mts. de profundidad y 0.90 mt. de ancho Ml

01.0.00 !u"er#a $%&'() de 200 mm *'2+ &,-/ E 3E4E Ml

01.01.01 5elleno compactado c,material propio en capas de 20 cm. c,compactador vi"ratorio Ml

01.0.01 $ista de concreto e= 0.206 f7c=210 8,cm2 M2

01.0.01 Eliminacin esmonte = + :m. M;

COSTO DIRECTO

Gastos G!"a#s F$%os&'()

Gastos G!"a#s Va"$a*#s &10()

Ut$#$+a+ &10()

S,* Tota#

IGV

Tota#


2/48

METRADOPRECIO

PARCIAL TOTAL

UNIT

;612>6>62>;.>

;6122.> +12690.9

+12690.9

2+6>.0;

+1629.0.

< $E5-5/ @@ 1.00 0.0+00 1.1>

< )/&/- @@ 1.00 0.0+00 1;.>>

< $E @@ 1.00 0.0+00 12.+1

MATERIALES


4/48

< )/&/- @@ 2.00 0.00 1;.>>

< $E @@ .00 1.2>00 12.+1

MATERIALES

39 -B(- M; 0.000

< )/&/- @@ 1.00 0.11; 1;.>>

< $E @@ 1.00 0.11; 12.+1

MATERIALES

5 $/E5- E 1,2C M; 0.1>+ 0.005 -5E- B5(E*- M; 0.1;22 0.00

21 &EME! $5!- !/$ / D2.+:B 4 1.>000 1>.+039 -B(- M; 0.0>0


5/48

< $E @@ 1.00 0.0200 12.+1

E@UIPO

;< @E55-M/E!-* M-(-E* AM ;.0000 0.29

49 &-5B-5 )5!- *45E -!-* 2.+ m; F @M 1.00 0.0229 1+0.0048 &-M/G %H(E!E x E 12 M; 2 12+.00


6/48

+ a!48o

P.U. 60.35

PARCIAL SUB TOTAL

0

0.11

' 011

/4o;a4ta+o" 5$*"ato"$o

P.U. 42.35

PARCIAL SUB TOTAL

2.;> 1>.


7/48

>.>> 1;.>> 1.1>

1.01 22 12.+1

0.2> 02

1.;

1;. 1.0

P.U. 57.98

PARCIAL SUB TOTAL

0.21

;.3

.


8/48

0.2+ 02>

0.01

;.

>.+> 1203


9/48

PRESUPUESTO

OBRA : REHABILITACION DE LAGUNAS FACULTATIVAS EXISTENTES

PROPIETARIO : MUNICIPALIDAD PROVINCIAL DE CASMA

FORMULA 01 : REHABILITACION DE LAGUNAS FACULTATIVAS EXISTENTES

LUGAR : BUENA VISTA DEPARTAMENTO : ANCASH COSTO AL : 30/01/2013

ITEM DESCRIPCION UND METRADO PRECIO

UNIT

01.01.00 Excavacin de zanjas h=2.00mts. de profundidad y 0.90 mt. de anc Ml ;612


10/48

FORMULA POLINOMICA

PARCIAL TOTAL

MATERIALES

47 72 21 05

M.O. CEMENTO

1>>6>6292.1+ 6,943.27 80,254.22

1;26+;.> 85,289.65

906+.>; +126999.0; 302.35

+126999.0; 283,145.47 80,254.22 52,067.88 18,810.11

0.187 1+6;>9.90

11;6+


11/48

E'UIPO ( )ERRAMIENTAS

1 39 37 48 49 39

Lubr*+!,-e Au! "IBRADORA // UU

8,976.21

750.62 344.04

875.73 4,253.54 42,034.94

531.62 547.26 5,363.15 2,501.76

10.43 8,945.51 3,586.54

117,989.77

750.62 1,407.35 14,131.48 56,343.60 6,088.30 117,989.77

750.62 1,407.35 14,131.48 56,343.60 6,088.30 117,989.77

0.001 0.002 0.022 0.089 0.010 0.187

0.122 0.187

)ERRAMMANUALES

MECLADORA

2 "r/"o0.187 ##Ur/##Uo


12/48

188,750.66 0.0088,292.15 0.00

132,453.86 0.00

90,657.53 0.0012,844.83 0.00

512,999.03 0.00

630,988.80 0.001.0001.000


13/48

FORMULA POLIN

K= 0.449 Jr/Jo 0.127 !r/

MON IU ELEMENTO SIMB COEF

1 47 M- E 45- J 0.


14/48

AMOR!IACION

38,575.30

A. 10%

A.M.( 3857.53

"UCCION"

K' 1.005

Kr+' 1.004

A.. 73,135.79

M.C( 731,357.90

( 38,575.30

( 3.8383383085

ALORIACION N"!A 34,875.91

I# 18% 6277.6637168955

. A PA#AR AL CON!RA. 41,153.57


15/48

?MICA

o 0.115 CAr/CAo 0.122 "r/"o 0.1

(O4t1. ,!1' ,#1'

Io I" I"

100.000% +2;.+>.; 0.00 >+;. 0.00

58.863% 2;.>; 2;.>; 0.0;0 2;.>; 0.0;0

31.373% 22.21 09.+ 0.01612.29 0.01

49.091% 91.>< 9.+ 0.02< +>.09 0.02+

50.909% ;;.1 ;+.20 0.029 ;+


16/48

=A../C :K/K''1


17/48

VALORIACION DE OB

OBRA VIVENDA U

FECHA :

7 ##Ur/##Uo CONTRATISTA :

DESCRIPCI?NPARTIDA

01 M%/M/E! E !/E55-*

01.01. /%E-&/ E !E55E

01.01.01 ivelacion

01.02. EJ&-%-&/E*

01.02.01 EJ&-%-&/E* */M$E*

01.02.01.01 Excavacion de &isterna

01.02.01.02 Excavacion de ?anjas

01.0;. 5EE*

01.0;.01 5elleno y compactado con materi

01.0. /%E-&/ /!E5/5 I -$/*

1.0+ E/M/-&/ E M-!E5/- E

2 45-* E &&5E! */M$E

02.01. &/M/E! &55/ 1K10 L;0A

02.02. *- 1K12

02.0;. *45E&/M/E!*

02.0;.01 &oncreto Mezcla 1K> L2+A $B

02.0;.02 Encofrado y esencofrado

02.0. )-* $/*

; &&5E! -5M-

0;.01. ?-$-!-*

0;.01.01 &oncreto en zapatas fNc=210 8,c

0;.01.02 -&E5 B5- 0 E ?-$-!-*

0;.02. %/B-* E &/ME!-&/

0;.02.01 &oncreto vias de cimentacin fN

0;.02.02 Encofrado y esencofrado de vi

0;.02.0; -&E5 B5- 0 E %/B-*

0;.0;. &(M-*

0;.0;.01 &oncreto en columnas fNc=210 8

0;.0;.02 Encofradoy desencofrado

0;.0;.0; -&E5 B5- 0 E &(M


18/48

0;.0. %/B-*

0;.0.01 &oncreto en %ias fNc=210 8,cm2

0;.0.02 Encofrado y desencofrado

0;.0.0; -&E5 B5- 0 E %/B-*

0;.0+. *- -/BE5-- E=0.20

0;.0+.01 &oncreto fNc= 210 8,cm20;.0+.02 Encofrado y desencofrado

0;.0+.0; adrillo ;0 x ;0 x 1+

0;.0+.0 -&E5 B5- 0 E *- -

0;.0. E*&-E5-*

0;.0.01 &oncreto en Escaleras fOc=210 8

0;.0.02 Encofrado I esencofrado

0;.0.0; -&E5 B5- 0 E E*&-E

0;.0


19/48

VALORIZACI

RA

NIFAMILIAR

PRESUPUESTO BASE

UND METRADOPUNIT PRESUP ANTE

S/ S/ METRADO

m2 1.;> 0.+ >0.>+ 0.00

m; ;.0; 0.00

m2 102.9> 2.; 26+;.0 0.00

m; >.>> 2>. ;>.02 +0.92 0.00

8 29.+> .1; 160;0..02 +6;9


20/48

m; 12.< 29.02 >9+.;< 0.00

8 ;0+.9+ .1; 162;.+< 0.00

m; 2.2 1>.0 16012.+; 0.00m2 ;.;1 ;>.02 16;>0.+1 0.00

8 29. .1; 1621.0 0.00

CTO .0'302DE AVANCE ( A 10000(

.0'302

LES FIJOS 5% 2.3'2-'

LES VARIABLES 10% .0'30

2.3'2-'

'..-3-2

10'203.'

999999999999

OTAL ->--0


21/48

N DE OBRA N 01

AVANCES

RIOR ACTUAL ACUMULADO

VALOR S/ METRADO VALOR S/ METRADO VALOR S/ (

0.00 1.;> +0.+# 1.;> >0.>+ 100.00A

0.00 ;2 (00.#7 29.>2 00.+< 100.00A

0.00 0.00 0.00 0.00 0.00 0.00A

0.00 +. 2,4++.03 +. 26>>.0; 100.00A

0.00 0.00 0.00 0.00 0.00 0.00A

0.00 >.>> 2,#49.3( >.>> 26+9.; 100.00A

0.00 1+;.1 (32.## 1+;.1 ;2.++ 100.00A

0.00 1.19 3#+.79 1.19 ;+>. 4#0.92 11.> +0.92 100.00A

0.00 29.+> 1,030.77 29.+> 160;0.


22/48

0.00 0.00 0.00 0.00 0.00 0.00A

0.00 0.00 0.00 0.00 0.00 0.00A

0.00 0.00 0.00 0.00 0.00 0.00A

0.00 0.00 0.00 0.00 0.00 0.00A0.00 0.00 0.00 0.00 0.00 0.00A

0.00 0.00 0.00 0.00 0.00 0.00A

0.00 0.00 0.00 0.00 0.00 0.00A

0.00 0.00 0.00 0.00 0.00 0.00A

0.00 2;.++ +9#.37 2;.++ >9+.;< 100.00A

0.00 ;0+.9+ 1,2(3.#7 ;0+.9+ 162;.+< 100.00A

0.00 2.2 1,012.#3 2.2 16012.+; 100.00A0.00 ;.;1 1,3+0.#1 ;.;1 16;>0.+1 100.00A

0.00 29. 1,21(.04 29. 1621.0 100.00A

000 321.-0> 321.-0>

000( --0( --0(

321.-0> 321.-0>

1-030 1-030

321.-1 321.-1

1-030 1-030

3''30 3''30

->.3'' ->.3''

999999999999 999999999999

.''1' .''1'


23/48

SALDOSPROGRAMADO

METRADO VALOR S/ ( METRADO VALOR S/

0.00 0.00 0.00A 1.;> >0.>+

0.00 0.00 0.00A ; +2.> 1 26+;.0 100.00A 0.00 0.00

0.00 0.00 0.00A >.>> 26+9.;

0.00 0.00 0.00A 1+;.1 ;2.++

0.00 0.00 0.00A 1.19 ;+>. +0.92

0.00 0.00 0.00A 29.+> 160;0.


24/48

12.< ;60.+1

0.00 0.00 0.00A 29. 1621.0

.'.>0->0 3->.2

>3.0( 10(


25/48


26/48


27/48

R"OLUCI;N J"FA!URAL N< 3292014IN"I

NIC" UNIFICAO " PR"CIO "L M" " OC!U$

> R " A # " O # R > F I C A

$'*+ ( Jo 1992 = 100,0


28/48

Co. 1 2 3

01 827,20 827,20 827,20

03 491,87 491,87 491,87

05 442,41 217,20 394,56

07 618,10 618,10 618,10

09 259,32 259,32 259,3211 214,31 214,31 214,31

13 1704,06 1704,06 1704,06

17 573,76 667,13 756,04

19 696,38 696,38 696,38

21 450,85 354,05 375,64

23 381,72 381,72 381,72

27 627,41 627,41 627,41

31 380,34 380,34 380,34

33 749,88 749,88 749,8837 291,93 291,93 291,93

39 404,55 404,55 404,55

41 375,02 375,02 375,02

43 662,20 586,19 791,51

45 312,05 312,05 312,05

47 523,70 523,70 523,70

49 259,41 259,41 259,41

51 313,49 313,49 313,49

53 875,55 875,55 875,5555 491,78 491,78 491,78

57 370,49 370,49 370,4959 205,41 205,41 205,41

61 266,17 266,17 266,17

65 247,72 247,72 247,72

69 389,45 327,82 428,87

71 576,94 576,94 576,94

73 487,11 487,11 487,11

77 289,86 289,86 289,86


29/48

O-14

" "L 2014


30/48

4 5 6 Co. 1 2

827,20 827,20 827,20 02 498,06 498,06

491,87 491,87 491,87 04 525,43 814,45

612,92 ? 654,09 06 834,53 834,53

618,10 618,10 618,10 08 822,98 822,98

259,32 259,32 259,32 10 386,96 386,96214,31 214,31 214,31 12 307,74 307,74

1704,06 1704,06 1704,06 14 268,85 268,85

840,58 695,10 832,12 16 352,48 352,48

696,38 696,38 696,38 18 284,55 284,55

423,83 375,64 410,96 20 2010,06 2010,06

381,72 381,72 381,72 22 367,30 367,30

627,41 627,41 627,41 24 244,16 244,16

380,34 380,34 380,34 26 356,87 356,87

749,88 749,88 749,88 28 548,89 548,89291,93 291,93 291,93 30 403,12 403,12

404,55 404,55 404,55 32 468,49 468,49

375,02 375,02 375,02 34 580,69 580,69

622,21 806,95 869,84 38 415,82 913,06

312,05 312,05 312,05 40 367,06 390,18

523,70 523,70 523,70 42 258,98 258,98

259,41 259,41 259,41 44 349,64 349,64

313,49 313,49 313,49 46 477,81 477,81

875,55 875,55 875,55 48 343,61 343,61491,78 491,78 491,78 50 619,59 619,59

370,49 370,49 370,49 52 288,03 288,03205,41 205,41 205,41 54 372,85 372,85

266,17 266,17 266,17 56 472,63 472,63

247,72 247,72 247,72 60 295,99 295,99

499,94 269,39 462,80 62 424,65 424,65

576,94 576,94 576,94 64 319,97 319,97

487,11 487,11 487,11 66 572,20 572,20

289,86 289,86 289,86 68 247,55 247,55

70 218,25 218,25

72 382,85 382,8578 449,12 449,1280 105,48 105,48


31/48

R"OLUCI;N

NIC" UNIF

> R " A #

$'*+ ( Jo 1


32/48

3 4 5 6 Co.

498,06 498,06 498,06 498,06 01

1007,57 562,57 322,41 770,88 03

834,53 834,53 834,53 834,53 05

822,98 822,98 822,98 822,98 07

386,96 386,96 386,96 386,96 09307,74 307,74 307,74 307,74 11

268,85 268,85 268,85 268,85 13

352,48 352,48 352,48 352,48 17

284,55 284,55 284,55 284,55 19

2010,06 2010,06 2010,06 2010,06 21

367,30 367,30 367,30 367,30 23

244,16 244,16 244,16 244,16 27

356,87 356,87 356,87 356,87 31

548,89 532,29 548,89 548,89 33403,12 403,12 403,12 403,12 37

468,49 468,49 468,49 468,49 39

580,69 580,69 580,69 580,69 41

854,11 542,54 ? 678,40 43

428,21 294,62 272,89 331,41 45

258,98 258,98 258,98 258,98 47

349,64 349,64 349,64 349,64 49

477,81 477,81 477,81 477,81 51

343,61 343,61 343,61 343,61 53619,59 619,59 619,59 619,59 55

288,03 288,03 288,03 288,03 57372,85 372,85 372,85 372,85 59

472,63 472,63 472,63 472,63 61

295,99 295,99 295,99 295,99 65

424,65 424,65 424,65 424,65 69

319,97 319,97 319,97 319,97 71

572,20 572,20 572,20 572,20 73

247,55 247,55 247,55 247,55 77

218,25 218,25 218,25 218,25

382,85 382,85 382,85 382,85449,12 449,12 449,12 449,12105,48 105,48 105,48 105,48


33/48

J&15

"FA!URAL N< 2552015IN"I

ICAO " PR"CIO "L M" " JUNIO "L 2015

" O # R > F I C A

992 = 100,0


34/48

1 2 3 4 5 6

843.04 843.04 843.04 843.04 843.04 843.04

496.56 496.56 496.56 496.56 496.56 496.56

444.72 219.12 401.55 608.30 ? 661.04

634.68 634.68 634.68 634.68 634.68 634.68

273.13 273.13 273.13 273.13 273.13 273.13230.94 230.94 230.94 230.94 230.94 230.94

1396.39 1396.39 1396.39 1396.39 1396.39 1396.39

580.34 674.69 745.27 858.34 702.59 863.03

725.03 725.03 725.03 725.03 725.03 725.03

460.35 367.31 389.65 423.83 389.65 410.96

395.70 395.70 395.70 395.70 395.70 395.70

682.46 682.46 682.46 682.46 682.46 682.46

398.91 398.91 398.91 398.91 398.91 398.91

804.16 804.16 804.16 804.16 804.16 804.16299.68 299.68 299.68 299.68 299.68 299.68

415.20 415.20 415.20 415.20 415.20 415.20

380.09 380.09 380.09 380.09 380.09 380.09

677.84 604.62 810.32 609.65 873.19 854.07

311.27 311.27 311.27 311.27 311.27 311.27

523.15 523.15 523.15 523.15 523.15 523.15

283.41 283.41 283.41 283.41 283.41 283.41

292.14 292.14 292.14 292.14 292.14 292.14

644.41 644.41 644.41 644.41 644.41 644.41481.80 481.80 481.80 481.80 481.80 481.80

341.48 341.48 341.48 341.48 341.48 341.48223.78 223.78 223.78 223.78 223.78 223.78

259.86 259.86 259.86 259.86 259.86 259.86

238.62 238.62 238.62 238.62 238.62 238.62

389.45 327.82 428.87 507.56 269.39 462.80

627.55 627.55 627.55 627.55 627.55 627.55

528.07 528.07 528.07 528.07 528.07 528.07

297.82 297.82 297.82 297.82 297.82 297.82


35/48


36/48

Co. 1 2 3 4 5

02 502.54 502.54 502.54 502.54 502.54

04 521.08 904.70 1029.53 595.76 322.41

06 874.97 874.97 874.97 874.97 874.97

08 852.27 852.27 852.27 852.27 852.27

10 395.77 395.77 395.77 395.77 395.7712 326.97 326.97 326.97 326.97 326.97

14 269.48 269.48 269.48 269.48 269.48

16 352.48 352.48 352.48 352.48 352.48

18 296.80 296.80 296.80 296.80 296.80

20 1668.48 1668.48 1668.48 1668.48 1668.48

22 367.30 367.30 367.30 367.30 367.30

24 245.14 245.14 245.14 245.14 245.14

26 359.96 359.96 359.96 359.96 359.96

28 582.45 582.45 582.45 565.01 582.4530 438.07 438.07 438.07 438.07 438.07

32 466.15 466.15 466.15 466.15 466.15

34 482.40 482.40 482.40 482.40 482.40

38 414.95 969.03 865.62 578.32 ?

40 377.79 390.18 436.06 306.71 272.89

42 276.83 276.83 276.83 276.83 276.83

44 354.85 354.85 354.85 354.85 354.85

46 493.70 493.70 493.70 493.70 493.70

48 356.20 356.20 356.20 356.20 356.2050 674.00 674.00 674.00 674.00 674.00

52 299.05 299.05 299.05 299.05 299.0554 376.21 376.21 376.21 376.21 376.21

56 423.73 423.73 423.73 423.73 423.73

60 295.99 295.99 295.99 295.99 295.99

62 442.99 442.99 442.99 442.99 442.99

64 319.97 319.97 319.97 319.97 319.97

66 630.87 630.87 630.87 630.87 630.87

68 244.10 244.10 244.10 244.10 244.10

70 218.25 218.25 218.25 218.25 218.25

72 403.95 403.95 403.95 403.95 403.9578 468.41 468.41 468.41 468.41 468.4180 105.50 105.50 105.50 105.50 105.50


37/48

R"OLUCI;N J"FA!URAL N< 3052015IN"I

NIC" UNIFICAO " PR"CIO "L M" " JULIO

> R " A # " O # R > F I C A

$'*+ ( Jo 1992 = 100,0


38/48

6 Co. 1 2 3

502.54 01 843.89 843.89 843.89

773.07 03 458.09 458.09 458.09

874.97 05 445.44 219.12 402.57

852.27 07 616.32 616.32 616.32

395.77 09 254.25 254.25 254.25326.97 11 232.16 232.16 232.16

269.48 13 1396.39 1396.39 1396.39

352.48 17 579.38 670.56 745.53

296.80 19 683.83 683.83 683.83

1668.48 21 459.40 367.31 389.65

367.30 23 395.70 395.70 395.70

245.14 27 686.98 686.98 686.98

359.96 31 399.30 399.30 399.30

582.45 33 808.31 808.31 808.31438.07 37 298.50 298.50 298.50

466.15 39 417.07 417.07 417.07

482.40 41 382.26 382.26 382.26

683.94 43 680.84 608.33 808.03

331.41 45 312.13 312.13 312.13

276.83 47 523.15 523.15 523.15

354.85 49 285.08 285.08 285.08

493.70 51 284.78 284.78 284.78

356.20 53 643.75 643.75 643.75674.00 55 503.15 503.15 503.15

299.05 57 336.28 336.28 336.28376.21 59 224.01 224.01 224.01

423.73 61 241.53 241.53 241.53

295.99 65 234.32 234.32 234.32

442.99 69 389.45 327.82 428.87

319.97 71 631.72 631.72 631.72

630.87 73 531.03 531.03 531.03

244.10 77 298.99 298.99 298.99

218.25

403.95468.41105.50

? & Pro--@&.No'( " -'ro &-+ o* B&-+* &-'o* + -@oR+*o-@& J+E'r' N< 2832015IN"I.


39/48

L 2015


40/48

4 5 6 Co. 1 2

843.89 843.89 843.89 02 460.88 460.88

458.09 458.09 458.09 04 524.14 899.81

610.04 ? 658.61 06 852.29 852.29

616.32 616.32 616.32 08 800.86 800.86

254.25 254.25 254.25 10 398.14 398.14232.16 232.16 232.16 12 328.57 328.57

1396.39 1396.39 1396.39 14 269.48 269.48

853.64 702.59 860.50 16 352.48 352.48

683.83 683.83 683.83 18 289.74 289.74

423.83 389.65 410.96 20 1659.99 1659.99

395.70 395.70 395.70 22 367.30 367.30

686.98 686.98 686.98 24 244.63 244.63

399.30 399.30 399.30 26 360.82 360.82

808.31 808.31 808.31 28 586.32 586.32298.50 298.50 298.50 30 442.52 442.52

417.07 417.07 417.07 32 466.15 466.15

382.26 382.26 382.26 34 486.71 486.71

612.29 868.21 860.56 38 417.84 965.91

312.13 312.13 312.13 40 377.79 391.20

523.15 523.15 523.15 42 277.84 277.84

285.08 285.08 285.08 44 356.08 356.08

284.78 284.78 284.78 46 495.13 495.13

643.75 643.75 643.75 48 357.00 357.00503.15 503.15 503.15 50 678.46 678.46

336.28 336.28 336.28 52 300.06 300.06224.01 224.01 224.01 54 376.21 376.21

241.53 241.53 241.53 56 415.57 415.57

234.32 234.32 234.32 60 295.99 295.99

507.56 269.39 462.80 62 443.93 443.93

631.72 631.72 631.72 64 319.97 319.97

531.03 531.03 531.03 66 635.06 635.06

298.99 298.99 298.99 68 245.97 245.97

70 218.25 218.25

72 405.28 405.2878 469.94 469.9480 105.76 105.76

( 30, 34, 39, 47, 49 53 D+ E+ro& 'ro)'o* G+'&+


41/48


42/48

3 4 5 6

460.88 460.88 460.88 460.88

1028.72 599.12 322.41 772.94

852.29 852.29 852.29 852.29

800.86 800.86 800.86 800.86

398.14 398.14 398.14 398.14328.57 328.57 328.57 328.57

269.48 269.48 269.48 269.48

352.48 352.48 352.48 352.48

289.74 289.74 289.74 289.74

1659.99 1659.99 1659.99 1659.99

367.30 367.30 367.30 367.30

244.63 244.63 244.63 244.63

360.82 360.82 360.82 360.82

586.32 569.22 586.32 586.32442.52 442.52 442.52 442.52

466.15 466.15 466.15 466.15

486.71 486.71 486.71 486.71

870.71 580.77 ? 681.72

436.06 306.71 272.89 331.41

277.84 277.84 277.84 277.84

356.08 356.08 356.08 356.08

495.13 495.13 495.13 495.13

357.00 357.00 357.00 357.00678.46 678.46 678.46 678.46

300.06 300.06 300.06 300.06376.21 376.21 376.21 376.21

415.57 415.57 415.57 415.57

295.99 295.99 295.99 295.99

443.93 443.93 443.93 443.93

319.97 319.97 319.97 319.97

635.06 635.06 635.06 635.06

245.97 245.97 245.97 245.97

218.25 218.25 218.25 218.25

405.28 405.28 405.28 405.28469.94 469.94 469.94 469.94105.76 105.76 105.76 105.76


43/48

Capataz S/. 18.60

Operario S/. 16.18

Oficial S/. 13.88

Pen S/. 12.51

Excavacin de an!a "#2.00$t%.&endi$iento de 2.0 $l/d'a c(adrilla 0.1 cap ) 1 pen

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44/48

Pa"t$+a $-%/ME! 5/B/ E = 0.20 M. &&5E! )N&=210 :B,&M2

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C,a+"$##a Ca!t$+a+ P"4$o

0.4

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46/48

$ta"$o +$"4to ;o" : M2

C,a+"$##a Ca!t$+a+ P"4$o

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Costo ,!$ta"$o +$"4to ;o" : ML

Pa"4$a#


48/48

Pa"4$a#

Costo ,!$ta"$o +$"4to ;o": M3

P"4$o Pa"4$a#

1#0

12#

formula pólinomica

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