10200974

7/25/2019 10200974

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FÓRMULA POLINÓMICA

Rubro

Unidad m2 m2 m2 m3 m3 m3 m3 m3 m3 m3

Cantidad 50 38.24 13.4 1.5 3.17 6.78 6.78 6.35 6 0.5

Costo Directo 1.0668 1.6695 4.0084 52.53 20.0541 6.678 4.2109 6.6978 13.2579 121.7696

Comprobación 1.0668 1.6695 4.0084 52.53 20.0541 6.678 4.2109 6.6978 13.2579 121.7696

Directo Cacuado 53.34 63.84168 53.71256 78.795 63.571497 45.27684 28.549902 42.53103 79.5474 60.8848

!"uipo 0 0 0 0 0 0 2.66666667 0 0 4.6875

0 0 0 0 0 0 18.08 0 0 2.34375

C#OF!R PROF!$IONAL %!str& Ocup& C'( 0 0 0 0 0 0 0.6227 0 0 0

0 0 0 0 0 0 4.2217 0 0 0

!$)RUC)URA OCUPACIONAL *3 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0

!$)RUC)URA OCUPACIONAL C' 0 0 0 0 0 0 0 0.339 0.1537 4.4625

0 0 0 0 0 0 0 2.1528 0.9221 2.2313

!$)RUC)URA OCUPACIONAL C2 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0

!$)RUC)URA OCUPACIONAL D2 0 0 0 4.6 0 0 0 0 1.3861 8.05

0 0 0 6.9 0 0 0 0 8.3168 4.025

!$)RUC)URA OCUPACIONAL !2 1.016 1.59 3.8175 45.4286 19.0991 6.36 0.848 6.0399 2.7378 31.8

50.7987 60.8016 51.1549 68.1429 60.5441 43.1208 5.7494 38.3533 16.427 15.9

Acero en barras

Cemento Portand )ipo I 46.35

23.175

Ladrios arcia %prensados +uecos(

Art,cuos de sodadura

Productos met-icos estructuraes eect

Materiaes p.treos 7.475 24

44.85 12

Pinturas a -te/

Aambres de meta

0( 1arios 0.0508 0.0795 0.1909 2.5014 0.955 0.318 0.0735 0.3189 1.5053 2.4196

2.54 3.0401 2.5577 3.7521 3.0272 2.156 0.4986 2.0253 9.0319 1.2098

$UMA )O)AL 53.3387 63.8417 53.7126 78.795 63.5713 45.2768 28.5497 42.5314 79.5478 60.8849

'( LIMPI!A MANUALD!L )!RR!NO

2(D!$ARMADO

D!C!RRAMI!N)O D!MALLA

3(D!RROCAMI!N)O

MAMPO$)!RIAD!LADRILLO

4(D!RROCAMI!N)O D!

#ORMI5ÓN

6(D!RROCAMI!N)O D!

MAMPO$)!RIA D!PI!DRA$IN

7(D!$ALO8OD!

MA)!RIAL!NCARR!)ILLA

9(D!$ALO8OD!

!$COM*RO$1OL:U!)A

;( !0CA1ACIOND! AN8A$ AMANO !N )I!RRA

#<=&==>2&96M

?(R!LL!NOCOMP&

M!CAN&%MA)!RIALD!M! ORAMI

'=(R!PLAN)ILLO D! #&$

'4=@BCM2e<6cm

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m3 m3 m3 m2 m2 u m m m m2

1.1 3.17 0.795 13.4 175.27 13 8.78 72 6 26 18.51 29.25

140.5109 86.0497 172.8254 17.2851 1.5765 10.6985 10.8392 1.5147 5.0966 4.7129 2.6882 9.3546

140.511 86.0497 172.8254 17.2852 1.5765 10.6985 10.8392 1.5147 5.0966 4.7129 2.6882 9.3547

154.56199 272.777549 137.396193 231.62034 276.313155 139.0805 95.168176 109.0584 30.5796 122.5354 49.758582 273.62205

7.68757688 0 10 0 0 0 0 0 0 0 0 0

8.45633456 0 7.95 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 1.1424 0 0 0 0 0 0

0 0 0 0 0 14.8512 0 0 0 0 0 0

4.3911 3.57 5.712 2.38 0 0 0 0.0143 0.0142 0.0142 0.0142 0

4.8303 11.3169 4.541 31.892 0 0 0 1.0271 0.0853 0.3698 0.2634 0

0 0 0 0 0 1.0848 0.7129 0.1355 0.1349 0.1351 0.1351 0.7135

0 0 0 0 0 14.1024 6.2596 9.7534 0.8096 3.5116 2.5012 20.8709

3.9606 12.88 10.304 2.1467 0.0966 0 0.6772 0 0 0 0 0.6778

4.3567 40.8296 8.1917 28.7653 16.9313 0 5.9457 0 0 0 0 19.8242

43.0258 19.08 55.968 2.12 0.0477 1.0176 0.6688 0.2541 0.2531 0.1267 0.2535 0.6693

47.3284 60.4836 44.4946 28.408 8.3605 13.2288 5.8718 18.2985 1.5188 3.294 4.6924 19.578

1.2705 5 0.242 2.41

222.6805 65 17.424 14.46

54.075 23.232 54.075 1.158

59.4825 73.6454 42.9896 15.5172

8.25

110.55

0.4095 0.702 0.7079 0.7079 0.7605 0.7079 0.702

5.3235 6.1636 50.9652 4.2471 19.773 13.1023 20.5335

1.4894

13.077

24 25.416 24 0.558

26.4 80.5687 19.08 7.4772

0.4068 1.504 0.752 2.8576 0.752 1.504

5.2884 13.2051 4.512 74.2976 13.9195 43.992

0.1245

21.8211

3.3709 1.8717 12.7664 0.6725 0.0372 1.6374 5.0849 0.1609 0.8245 0.8188 0.8255 5.0881

3.708 5.9333 10.1493 9.0115 6.5227 21.2867 44.6454 11.5815 4.947 21.2888 15.28 148.8269

154.5622 272.7775 137.3962 231.6212 276.3161 139.081 95.1682 109.0497 30.5798 122.5348 49.7588 273.6255

''( #&$2'=@Bcm2

'2( MAMPO$)!RIAD! PI!DRAMOR)!RO '4

'3( CAD!NA$#&$ 2'=@Bcm2

2=/2=cm

'4( MAMPO$)!RIAD! LADRILLO COMUN!C#ADO MOR)!RO

'4 e < 2&6 cm&

'6( AC!RO D!R!FU!RO ; >'2mm& ALAM*R!

5AL1ANIADO E'; &

'7(PLACA$M!)ALICA$

D! 26 026 CM e< 6mm&

'9( MALLA!L!C)RO$OLDADA

'6=/'6=03&6MM PIN)URA

';(COLOCACION D!

C#ICO)!$L<=&7= CMCON$U!LDA

'?( )U*OCUADRADO

'G /'&6mm !NC!RRAMI!N)O

2=(FI8ACIÓN HPIN)URA

D!P!RFIL!$5 !NC!RRAMI!

2'( FI8ACIÓN HPIN)URA )U*OCUADRADO 'G /

'&6mm !NC!RRAMI!N)O

22(FI8ACIÓN HPIN)URA

MALLA!L!C)RO$OLDADA'6=/'6= 0

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$UMA)ORIA

m2 toto 2489.23 100

50 0.3907188

0.5342 Fórmua Poinómica Cuadria )ipo

0.5342 Nomencatura suma Coeciente Redondead CA)!5& )RA*A8AD

26.71 2489.2326 2489.232644 *( MANO D! O*RA ?92&6? =&3?=9 0.3923463 0.3923 C#OF!R PROF!$I

0 C( !:UIPO 37&;3 =&='4; 0.00769 0.0077 !$)RUC)URA OC

0 36.8301 36.830084563 F( Acero en barras 3'?&67 =&'2;4 0.1283787 0.1284 !$)RUC)URA OC

0 5( Cemento Portand )i 2'4&;' =&=;73 0.0863 0.0863 !$)RUC)URA OC

0 4.2217 4.2217 #( Ladrios arcia %pr ''=&66 =&=444 0.0444 0.0444 !$)RUC)URA OC

0 I( Art,cuos de sodadur '2=&'' =&=4;3 0.0483 0.0483 !$)RUC)URA OC

0 14.8512 14.8512 8( Productos met-icos 0.00525 0.0053 $UMA)ORIA D! C

0 @( Materiaes p.treos 0.0765 0.0765

0 59.632 59.632 L( Pinturas a -te/ 0.0624 0.0624

0 M( Aambres de meta 0.00877 0.0088

0 57.8087 57.8087 0( 1ARIO$ 0.1396 0.1396

0 $UM& CO!FICI!& 1 1

0 144.0863 144.0863

0.5088

25.44 691.9901 691.9901

319.5645 319.5645

214.8097 214.8097

110.55 110.55

120.1082 120.1082

13.077 13.077

190.3759 190.3759

155.2146 155.2146

21.8211 21.8211

0.0254

1.272 334.2918 334.2918

26.712 2489.2329 2489.2329 100

23(LIMPI!AFINAL D!

LA O*RA

7/25/2019 10200974


OR!$ )O)AL!$ % $AL& OF!R) No& #ORA$ CO!F& CUAD CA)!5ORIA CO!FICI!N)

NAL %!str& Ocup& C'( 4.2217 4.36 0.9683 0.003 CHOFER PRO 0.003

PACIONAL *3 14.8512 3.38 4.3938 0.0138 ESTRUCTUR 0.0138

PACIONAL C' 59.632 3.38 17.6426 0.0555 ESTRUCTUR 0.0555

PACIONAL C2 57.8087 3.21 18.0089 0.0566 ESTRUCTUR 0.0566

PACIONAL D2 144.0863 3.05 47.2414 0.1485 ESTRUCTUR 0.1485

PACIONAL !2 691.9901 3.01 229.897 0.7226 ESTRUCTUR 0.7226

!FICI!N)!$ 318.1521 1 1

10200974

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