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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$)!RIAD!LADRILLO
4(D!RROCAMI!N)O D!
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6(D!RROCAMI!N)O D!
MAMPO$)!RIA D!PI!DRA$IN
7(D!$ALO8OD!
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9(D!$ALO8OD!
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'=(R!PLAN)ILLO D! #&$
'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$)!RIAD! LADRILLO COMUN!C#ADO MOR)!RO
'4 e < 2&6 cm&
'6( AC!RO D!R!FU!RO ; >'2mm& ALAM*R!
5AL1ANIADO E'; &
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'9( MALLA!L!C)RO$OLDADA
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C#ICO)!$L<=&7= CMCON$U!LDA
'?( )U*OCUADRADO
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2=(FI8ACIÓN HPIN)URA
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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 $UM& CO!FICI!& 1 1
0 144.0863 144.0863
0.5088
25.44 691.9901 691.9901
319.5645 319.5645
214.8097 214.8097
110.55 110.55
120.1082 120.1082
13.077 13.077
190.3759 190.3759
155.2146 155.2146
21.8211 21.8211
0.0254
1.272 334.2918 334.2918
26.712 2489.2329 2489.2329 100
23(LIMPI!AFINAL D!
LA O*RA
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OR!$ )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