precio particular in sumo tipov

7/21/2019 Precio Particular in Sumo Tipov

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Precios y cantidades de recursos requeridos por tipo

Obra 0808015 CONSTRUCCION CARRETERA DE INTERACION TRA!O" #$UARCATAN% &URACC&ACU % '

Subpresupuesto 00( PRESUPUESTO CARRETERA $UARCATAN % &URACC&ACU % ''ACCTAPATA

Fecha )0*08*)011

Lugar 050+0) A&ACUC$O % $UANTA % A&A$UANCO

C,di-o Recurso Unidad Cantidad Precio S*.

MANO DE OBRA

147000032 TOPOGRAFO hh 982.9869 8.00147010002 OPERARIO hh 6,253.7784 5.55

147010003 OFICIAL hh 11,933.7020 4.54

147010004 PEON hh 25,759.9402 3.73

MATERALES

202020054 CLAVOS 3" kg 210.1570 5.50

202020059 CLAVOS 4" kg 74.7336 5.50

202020060 CLAVOS 2" kg 210.1570 5.50

202040009 ALA!RE NEGRO N16 kg 820.0014 5.30

202040010 ALA!RE NEGRO N8 kg 420.3140 5.30

203030048 FIERRO CO. F#$4200 %G&C2 'GRA(O 60) kg 29,246.7166 4.10

204000000 ARENA FINA *3 30.6660 70.00

205000003 PIE(RA C+ANCA(A (E 1&2" *3 541.6078 70.00

205010004 ARENA GRESA *3 509.7187 60.00

205020020 PIE(RA E(IANA *3 25.4700 40.00

205020021 PIE(RA GRAN(E *3 157.6084 40.00

213000006 ASFALTO RC-250 g/ 7.8570 19.50

221000000 CEENTO PORTLAN( TIPO I '42.5%G) !OL 7,088.3945 22.00

227000010 EC+A LENTA * 130,813.6800 0.60

227020011 FLINANTE / 103,743.4650 0.90

228000022 (INAITA kg 14,232.4498 11.00

228010005 ANFO kg 40,222.7530 2.30

230020096 #ESO (E 25 %g * 13.4334 6.80

230020098 !ARRENO (E PERFORACION 3-5-7 7&8 g 1,135.6698 425.00

232010095 FLETE TERRESTRE GL! 1.0000 119,574.00

232970002 OVILIACION # (ESOVILIACION GL! 2.0000 40,821.60

234000000 GASOLINA 84 OCTANOS g/ 460.7636 13.00



0239050000 AGA *3 1,660.1319 0

0239060013 +OA (E SIERRA / 136.6669 5

0239090050 PLANTONES (E ESPECIES (E LA REGION / 17,490.0000 2

0239900083 CAPAENTO,(EPOS.,ALACENES,TALLE : 3.0000 3,500

0239910011 CARTEL (E O!RA ' 3.602.40 ) INC. INS / 1.0000 1,700

0243010003 A(ERA TORNILLO ;2 10,534.7168 4

0243510062 ESTACA (E A(ERA / 975.0000 0

0243570051 LE<A CGA 4.8500 8

0253000002 PETROLEO (IESEL = 2 g/ 36,079.8107 12

0253030027 T+INER g/ 2.2965 6

0254110090 PINTRA ESALTE g/ 15.0872 33

E!"#OS

0337010001 +ERRAIENTAS ANALES >O

0337020039 ?INC+A (E 50* +E 1,220.0000 0

0348110004 VOL@ETE (E 10 3 h* 110.3200 130

0349020002 COPRESORA NEATICA 196 +P 600-690 h* 2,445.0218 120

0349020011 COPRESORA NEATICA 93 +P 335-375 h* 1,755.7572 65

0349030001 COPACTA(OR VI!R. TIPO PLANC+A 4 +P h* 82.0448 13

0349030013 RO(ILLO LISO VI!R ATOP 70-100 +P 7-9 T. h* 184.9015 160

0349040010 CARGA(OR S&LLANTAS 125-155 +P 3 #(3. h* 86.3800 155

0349040033 TRACTOR (E ORGAS (E 140-160 +P h* 68.9322 250

0349060004 ARTILLO NEATICO (E 25 %g. h* 85.5913 15

0349060006 ARTILLO NEATICO (E 29 %g. h* 8,341.0073 20

0349080095 TRACTOR (7 h* 2,298.6292 280

0349090000 OTONIVELA(ORA (E 125 +P h* 184.9015 180

0349100011 ECLA(ORA CONCRETO TROPO 8 +P 9 h* 337.7821 11

0349190005 TEO(OLITO # IRAS h* 422.9869 120349520002 VI!RA(OR (E 4 +P CAP.$1.50" h* 337.7821 5

0349880002 NIVEL TOPOGRAFICO h* 982.9869 6

T

La columna parcial es el producto del precio por la cantidad requerida; y en la última columna se muestra el Monto Real que se está utilizando

Fecha



#%gina $ 1

ACTAPATA#

Parcia/ S*. resupuestado S*.

7,863.92 7,869.27

34,708.48 34,451.29

54,179.00 53,982.95

96,084.58 96,403.17

192,835.98 192,706.68

1,155.88 1,155.86

411.02 411.031,155.88 1,155.86

4,346.00 4,373.34

2,227.64 2,227.66

119,911.55 119,993.54

2,146.90 2,146.86

37,912.70 37,912.55

30,583.20 30,583.12

1,018.80 1,018.80

6,304.40 6,304.34

153.27 153.26

155,944.58 155,944.68

78,488.21 78,488.21

93,369.11 93,369.12

156,556.95 156,556.94

92,512.32 93,163.97

91.32 94.03

482,659.75 482,659.68

119,574.00 119,574.00

81,643.20 81,643.20

5,989.88 5,992.54



830.07 846.41

683.35 820.00

38,478.00 38,478.00

10,500.00 10,500.00

1,700.00 1,700.00

42,138.88 42,138.87

487.50 487.50

38.80 38.80

461,821.57 461,732.43

14.49 14.70

497.97 497.88

2,031,347.19 2,032,177.18

5,916.62 5,916.62

122.00 122.00

14,341.60 14,332.00

293,402.40 293,402.61

114,124.40 114,125.09

1,128.05 1,126.34

29,584.00 29,479.70

13,388.90 13,512.00

17,232.50 17,300.08

1,283.85 1,284.22

166,820.20 166,820.15

643,616.40 643,620.65

33,282.00 33,491.36

3,800.02 3,802.36

5,287.38 5,287.34

1,688.90 1,688.53

5,897.94 5,895.23

1,350,917.16 1,351,206.28

S&. 3,575,100.33 3,576,090.14

3,576,090.14

precio particular in sumo tipov

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