01 presupuesto ejemplo
DESCRIPTION
tggTRANSCRIPT
00+000ESTUDIO DEFINITIVO DE LA CARRETERA CAMANA - Dv. QUILCA – ILO – TACNATRAMO: PUNTA DE BOMBON – FUNDICION - ILO
SIGT S.A. INGENIEROS CONSULTORESINFORME FINAL
ABRIL - 2009
PRESUPUESTO OBRAItem Descripción Und. Metrado Precio S/. Parcial S/. TOTAL
100 1,270,314.13
101.A Movilización y desmovilzación de equipos glb 1.00 956,451.28 956,451.28
102.A Topografía y Georeferenciación glb 1.00 166,892.45 166,892.45
103.A Limpieza y desbroce ha 100.00 780.00 78,000.00
107.A km 8.00 8,621.30 68,970.40
200 8,831,492.11
205.A Corte en material suelto m3 546,396.40 5.10 2,786,621.64
205.B Corte en roca suelta m3 100,138.22 14.88 1,490,056.71
205.C Corte en roca fija m3 91,318.65 23.66 2,160,599.26
207.A Perfilado y compactado en zonas de corte m2 363,000.00 2.59 940,170.00
210.C Conformación de Terraplenes con material cantera Explanaciones m3 146,750.00 7.83 1,149,052.50
220.B Mejoramiento de suelo a nivel de subrasante 0+000 - 15+000 m3 28,800.00 10.59 304,992.00
300 4,809,516.82
303.A Subbase granular m3 79,782.08 25.76 2,055,186.38
305.A Base granular m3 82,539.12 33.37 2,754,330.43
400 8,874,449.25
401.A Imprimación asfáltica m2 462,456.25 0.36 166,484.25
410.A Pavimento de concreto asfáltico en caliente (MAC) m3 24,879.90 350.00 8,707,965.00
700 8,320,622.51
700.A Transporte de material granular para D< = 1 km m3k 141,965.65 5.13 728,283.78
700.B Transporte de material granular para D>1 km m3k 3,647,075.71 1.67 6,090,616.44
700.C Transporte de mezcla asfáltica para D<=1 Km m3k 9,951.96 6.13 61,005.51
700.D Transporte de mezcla asfáltica para D>1 Km m3k 307,760.65 1.90 584,745.24
700.G Transporte de material excedente a DME para D<= 1km m3k 72,943.73 5.14 374,930.75
700.H Transporte de material excedente a DME para D> 1km m3k 217,665.51 2.21 481,040.78
Costo Directo 32,106,394.82
Gastos Generales 3,210,639.48
Utilidades 3,210,639.48
Sub Total 38,527,673.79
IGV 6,934,981.28
Total 45,462,655.07
Accesos a canteras, botaderos, plantas de proceso y fuente de agua, sin explosivo
RESUMEN DE METRADO DE EXPLANACIONES
PROGRESIVA LONG.VOLUMEN (m3) RELLENO VOLUMEN DE CORTE (M3)
MATERIAL MATERIAL ROCA
KM KM (m) CORTE RELLENO CANTERA SUELTO SUELTA
0.00 1.00 1,000.00 16,658.00 0.00 0.00 15,050.00 0.001.00 2.00 1,000.00 22,099.00 0.00 0.00 22,099.00 0.002.00 3.00 1,000.00 29,663.60 0.00 0.00 28,470.40 1,193.203.00 4.00 1,000.00 23,601.20 0.00 0.00 21,422.80 2,178.404.00 5.00 1,000.00 447.60 0.00 0.00 0.00 447.605.00 6.00 1,000.00 11,262.00 3,500.00 3,500.00 10,108.00 1,154.006.00 7.00 1,000.00 21,901.20 12,000.00 12,000.00 20,722.80 1,178.407.00 8.00 1,000.00 72,346.40 5,000.00 5,000.00 72,346.40 0.008.00 9.00 1,000.00 57,993.60 17,000.00 17,000.00 57,993.60 0.009.00 10.00 1,000.00 0.00 18,000.00 18,000.00 0.00 0.0010.00 11.00 1,000.00 58,438.80 2,000.00 2,000.00 58,438.80 0.0011.00 12.00 1,000.00 19,268.20 4,500.00 4,500.00 19,268.20 0.0012.00 13.00 1,000.00 0.00 0.00 0.00 0.00 0.0013.00 14.00 1,000.00 11,023.60 0.00 0.00 11,023.60 0.0014.00 15.00 1,000.00 0.00 0.00 0.00 0.00 0.0015.00 16.00 1,000.00 1,852.80 0.00 0.00 0.00 1,852.8016.00 17.00 1,000.00 1,558.40 0.00 0.00 0.00 1,558.4017.00 18.00 1,000.00 472.80 0.00 0.00 0.00 472.8018.00 19.00 1,000.00 18,306.80 0.00 0.00 16,345.20 1,961.6019.00 20.00 1,000.00 597.80 0.00 0.00 0.00 597.8020.00 21.00 1,000.00 29,368.76 0.00 0.00 23,639.00 2,148.6621.00 22.00 1,000.00 6,190.96 4,000.00 4,000.00 180.60 4,703.7622.00 23.00 1,000.00 25,030.40 12,000.00 12,000.00 22,190.00 2,840.4023.00 24.00 1,000.00 1,039.60 3,000.00 3,000.00 159.60 880.0024.00 25.00 1,000.00 5,036.55 1,400.00 1,400.00 0.00 0.0025.00 26.00 1,000.00 41,189.20 2,300.00 2,300.00 39,141.20 2,048.0026.00 27.00 1,000.00 34,081.25 500.00 500.00 0.00 7,175.0027.00 28.00 1,000.00 9,405.24 0.00 0.00 0.00 5,787.8428.00 29.00 1,000.00 8,254.70 0.00 0.00 0.00 6,460.2029.00 30.00 1,000.00 27,504.00 0.00 0.00 27,504.00 0.0030.00 31.00 1,000.00 15,405.40 0.00 0.00 0.00 0.0031.00 32.00 1,000.00 48,015.00 0.00 0.00 0.00 19,206.0032.00 33.00 1,000.00 2,499.80 0.00 0.00 912.80 1,242.0033.00 34.00 1,000.00 6,461.00 0.00 0.00 4,690.00 1,386.0034.00 35.00 1,000.00 6,785.40 0.00 0.00 6,785.40 0.0035.00 36.00 1,000.00 7,752.76 0.00 0.00 2,795.80 3,879.3636.00 37.00 1,000.00 7,806.80 0.00 0.00 0.00 7,806.8037.00 38.00 1,000.00 19,986.00 0.00 0.00 19,300.40 685.6038.00 39.00 1,000.00 6,345.20 0.00 0.00 5,832.40 512.8039.00 40.00 1,000.00 3,847.20 0.00 0.00 1,292.20 2,555.0040.00 41.00 1,000.00 703.20 0.00 0.00 0.00 703.2041.00 42.00 1,000.00 2,404.65 0.00 0.00 0.00 1,881.9042.00 43.00 1,000.00 9,686.30 0.00 0.00 9,354.20 332.1043.00 44.00 1,000.00 1,188.00 0.00 0.00 0.00 1,188.0044.00 45.00 1,000.00 4,248.10 0.00 0.00 0.00 3,324.6045.00 46.00 1,000.00 5,211.20 0.00 0.00 1,813.00 3,398.2046.00 47.00 1,000.00 6,245.20 12,000.00 12,000.00 1,680.00 4,565.20
47.00 48.00 1,000.00 4,842.00 31,100.00 31,100.00 4,354.00 488.0048.00 49.00 1,000.00 9,642.60 6,700.00 6,700.00 9,338.00 304.6049.00 50.00 1,000.00 12,527.80 6,750.00 6,750.00 12,145.00 382.8050.00 51.00 1,000.00 1,657.20 5,000.00 5,000.00 0.00 1,657.20
737,853.27 146,750.00 146,750.00 546,396.40 100,138.22
ALC 0.00 2,626.04
TOTAL 149,376.04 546,396.40 100,138.22210.C 205.A 205.B
RESUMEN DE METRADO DE EXPLANACIONES
VOLUMEN DE CORTE (M3)ROCA 546,396.40 100,138.22 91,318.65 146,750.00FIJA KM MS RS RF RELLENO1,608.00 0.00 15,050.00 0.00 1,608.00 0.00
0.00 1.00 22,099.00 0.00 0.00 0.000.00 2.00 28,470.40 1,193.20 0.00 0.000.00 3.00 21,422.80 2,178.40 0.00 0.000.00 4.00 0.00 447.60 0.00 0.000.00 5.00 10,108.00 1,154.00 0.00 3,500.000.00 6.00 20,722.80 1,178.40 0.00 12,000.000.00 7.00 72,346.40 0.00 0.00 5,000.000.00 8.00 57,993.60 0.00 0.00 17,000.000.00 9.00 0.00 0.00 0.00 18,000.000.00 10.00 58,438.80 0.00 0.00 2,000.000.00 11.00 19,268.20 0.00 0.00 4,500.000.00 12.00 0.00 0.00 0.00 0.000.00 13.00 11,023.60 0.00 0.00 0.000.00 14.00 0.00 0.00 0.00 0.000.00 15.00 0.00 1,852.80 0.00 0.000.00 16.00 0.00 1,558.40 0.00 0.000.00 17.00 0.00 472.80 0.00 0.000.00 18.00 16,345.20 1,961.60 0.00 0.000.00 19.00 0.00 597.80 0.00 0.00
3,581.10 20.00 23,639.00 2,148.66 3,581.10 0.001,306.60 21.00 180.60 4,703.76 1,306.60 4,000.00
0.00 22.00 22,190.00 2,840.40 0.00 12,000.000.00 23.00 159.60 880.00 0.00 3,000.00
5,036.55 24.00 0.00 0.00 5,036.55 1,400.000.00 25.00 39,141.20 2,048.00 0.00 2,300.00
26,906.25 26.00 0.00 7,175.00 26,906.25 500.003,617.40 27.00 0.00 5,787.84 3,617.40 0.001,794.50 28.00 0.00 6,460.20 1,794.50 0.00
0.00 29.00 27,504.00 0.00 0.00 0.0015,405.40 30.00 0.00 0.00 15,405.40 0.0028,809.00 31.00 0.00 19,206.00 28,809.00 0.00
345.00 32.00 912.80 1,242.00 345.00 0.00385.00 33.00 4,690.00 1,386.00 385.00 0.00
0.00 34.00 6,785.40 0.00 0.00 0.001,077.60 35.00 2,795.80 3,879.36 1,077.60 0.00
0.00 36.00 0.00 7,806.80 0.00 0.000.00 37.00 19,300.40 685.60 0.00 0.000.00 38.00 5,832.40 512.80 0.00 0.000.00 39.00 1,292.20 2,555.00 0.00 0.000.00 40.00 0.00 703.20 0.00 0.00
522.75 41.00 0.00 1,881.90 522.75 0.000.00 42.00 9,354.20 332.10 0.00 0.000.00 43.00 0.00 1,188.00 0.00 0.00
923.50 44.00 0.00 3,324.60 923.50 0.000.00 45.00 1,813.00 3,398.20 0.00 0.000.00 46.00 1,680.00 4,565.20 0.00 12,000.00
0.00 5.00 10.00 15.00 20.00 25.00 30.00 35.00 40.00 45.00 50.000.00
10,000.00
20,000.00
30,000.00
40,000.00
50,000.00
60,000.00
70,000.00
80,000.00CORTE MATERIAL SUELTO
0.00 47.00 4,354.00 488.00 0.00 31,100.000.00 48.00 9,338.00 304.60 0.00 6,700.000.00 49.00 12,145.00 382.80 0.00 6,750.000.00 50.00 0.00 1,657.20 0.00 5,000.00
91,318.65
91,318.65205.C
0.00 5.00 10.00 15.00 20.00 25.00 30.00 35.00 40.00 45.00 50.000.00
10,000.00
20,000.00
30,000.00
40,000.00
50,000.00
60,000.00
70,000.00
80,000.00CORTE MATERIAL SUELTO
0.00 5.00 10.00 15.00 20.00 25.00 30.00 35.00 40.00 45.00 50.000.00
5,000.00
10,000.00
15,000.00
20,000.00
25,000.00CORTE ROCA SUELTA
0.00 5.00 10.00 15.00 20.00 25.00 30.00 35.00 40.00 45.00 50.000.00
5,000.00
10,000.00
15,000.00
20,000.00
25,000.00
30,000.00
35,000.00CORTE ROCA FIJA
0.00 5.00 10.00 15.00 20.00 25.00 30.00 35.00 40.00 45.00 50.000.00
5,000.00
10,000.00
15,000.00
20,000.00
25,000.00
30,000.00
35,000.00CORTE ROCA FIJA
0.00 5.00 10.00 15.00 20.00 25.00 30.00 35.00 40.00 45.00 50.000.00
5,000.00
10,000.00
15,000.00
20,000.00
25,000.00
30,000.00
35,000.00RELLENO MATERIAL DE CANTERA
0.00 5.00 10.00 15.00 20.00 25.00 30.00 35.00 40.00 45.00 50.000.00
10,000.00
20,000.00
30,000.00
40,000.00
50,000.00
60,000.00
70,000.00
80,000.00CORTE MATERIAL SUELTO
0.00 5.00 10.00 15.00 20.00 25.00 30.00 35.00 40.00 45.00 50.000.00
10,000.00
20,000.00
30,000.00
40,000.00
50,000.00
60,000.00
70,000.00
80,000.00CORTE MATERIAL SUELTO
0.00 5.00 10.00 15.00 20.00 25.00 30.00 35.00 40.00 45.00 50.000.00
5,000.00
10,000.00
15,000.00
20,000.00
25,000.00CORTE ROCA SUELTA
0.00 5.00 10.00 15.00 20.00 25.00 30.00 35.00 40.00 45.00 50.000.00
5,000.00
10,000.00
15,000.00
20,000.00
25,000.00
30,000.00
35,000.00CORTE ROCA FIJA
0.00 5.00 10.00 15.00 20.00 25.00 30.00 35.00 40.00 45.00 50.000.00
5,000.00
10,000.00
15,000.00
20,000.00
25,000.00
30,000.00
35,000.00CORTE ROCA FIJA
0.00 5.00 10.00 15.00 20.00 25.00 30.00 35.00 40.00 45.00 50.000.00
5,000.00
10,000.00
15,000.00
20,000.00
25,000.00
30,000.00
35,000.00RELLENO MATERIAL DE CANTERA
0.00 5.00 10.00 15.00 20.00 25.00 30.00 35.00 40.00 45.00 50.000.00
10,000.00
20,000.00
30,000.00
40,000.00
50,000.00
60,000.00
70,000.00
80,000.00CORTE MATERIAL SUELTO
0.00 5.00 10.00 15.00 20.00 25.00 30.00 35.00 40.00 45.00 50.000.00
10,000.00
20,000.00
30,000.00
40,000.00
50,000.00
60,000.00
70,000.00
80,000.00CORTE MATERIAL SUELTO
0.00 5.00 10.00 15.00 20.00 25.00 30.00 35.00 40.00 45.00 50.000.00
5,000.00
10,000.00
15,000.00
20,000.00
25,000.00CORTE ROCA SUELTA
0.00 5.00 10.00 15.00 20.00 25.00 30.00 35.00 40.00 45.00 50.000.00
5,000.00
10,000.00
15,000.00
20,000.00
25,000.00
30,000.00
35,000.00CORTE ROCA FIJA
0.00 5.00 10.00 15.00 20.00 25.00 30.00 35.00 40.00 45.00 50.000.00
5,000.00
10,000.00
15,000.00
20,000.00
25,000.00
30,000.00
35,000.00CORTE ROCA FIJA
0.00 5.00 10.00 15.00 20.00 25.00 30.00 35.00 40.00 45.00 50.000.00
5,000.00
10,000.00
15,000.00
20,000.00
25,000.00
30,000.00
35,000.00RELLENO MATERIAL DE CANTERA
0.00 5.00 10.00 15.00 20.00 25.00 30.00 35.00 40.00 45.00 50.000.00
10,000.00
20,000.00
30,000.00
40,000.00
50,000.00
60,000.00
70,000.00
80,000.00CORTE MATERIAL SUELTO
0.00 5.00 10.00 15.00 20.00 25.00 30.00 35.00 40.00 45.00 50.000.00
10,000.00
20,000.00
30,000.00
40,000.00
50,000.00
60,000.00
70,000.00
80,000.00CORTE MATERIAL SUELTO
0.00 5.00 10.00 15.00 20.00 25.00 30.00 35.00 40.00 45.00 50.000.00
5,000.00
10,000.00
15,000.00
20,000.00
25,000.00CORTE ROCA SUELTA
0.00 5.00 10.00 15.00 20.00 25.00 30.00 35.00 40.00 45.00 50.000.00
5,000.00
10,000.00
15,000.00
20,000.00
25,000.00
30,000.00
35,000.00CORTE ROCA FIJA
0.00 5.00 10.00 15.00 20.00 25.00 30.00 35.00 40.00 45.00 50.000.00
5,000.00
10,000.00
15,000.00
20,000.00
25,000.00
30,000.00
35,000.00CORTE ROCA FIJA
0.00 5.00 10.00 15.00 20.00 25.00 30.00 35.00 40.00 45.00 50.000.00
5,000.00
10,000.00
15,000.00
20,000.00
25,000.00
30,000.00
35,000.00RELLENO MATERIAL DE CANTERA
Diagrama tiempo camino
24 dic
23 nov
22 oct
21 sep
20 ago
19 jul
18 jun
17 may
16 abr
15 mar
14 feb
13 ene
TIE
MP
O M
ES
ES
12 dic
11 nov
10 oct
9 sep
TIE
MP
O M
ES
ES
8 ago
7 jul
6 jun
5 may
4 abr
3 mar
2 feb
1 ene
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15
Diagrama tiempo camino
16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32
PROGRESIVA EN Km
Diagrama tiempo camino
33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49
Diagrama tiempo camino
50
Diagrama tiempo camino
18 jun
17 may
16 abr
15 mar
14 feb
13 ene
TIE
MP
O M
ES
ES
12 dic
11 nov
10 oct
9 sep
8 ago
7 jul
6 jun
5 may
4 abr
3 mar
PERIODO DE LLUVIAS
CORTE MATERIAL SUELTO
CARPETA ASFALTICA
2 feb
1 ene
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18
CORTE MATERIAL SUELTO
Diagrama tiempo camino
PERIODO DE LLUVIAS
CORTE MATERIAL SUELTO
SUB BASE GRANULAR
CORTE MATERIAL SUELTOPONTON 1
BASE GRANULAR
CARPETA ASFALTICA
19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39
PROGRESIVA EN Km
CORTE MATERIAL SUELTO
Diagrama tiempo camino
PERIODO DE LLUVIAS
CORTE MATERIAL SUELTO
40 41 42 43 44 45 46 47 48 49 50
00+000ESTUDIO DEFINITIVO DE LA CARRETERA CAMANA - Dv. QUILCA – ILO – TACNATRAMO: PUNTA DE BOMBON – FUNDICION - ILO
SIGT S.A. INGENIEROS CONSULTORESINFORME FINAL
ABRIL - 2009
PRESUPUESTO OBRAItem Descripción Und. Metrado Rend 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18
100 OBRAS PRELIMINARES
101.A Movilización y desmovilzación de equipos glb 1.00
102.A Topografía y Georeferenciación glb 1.00
103.A Limpieza y desbroce ha 100.00
107.A km 8.00
200 MOVIMIENTO DE TIERRAS
205.A Corte en material suelto m3 546,396.40
205.B Corte en roca suelta m3 100,138.22
205. Corte en roca fija m3 91,318.65
207.A Perfilado y compactado en zonas de corte m2 363,000.00
210. m3 146,750.00
220.B m3 28,800.00
300 SUB BASES Y BASES
303.A Subbase granular m3 79,782.08
305.A Base granular m3 82,539.12
400 PAVIMENTOS ASFALTICOS
401.A Imprimación asfáltica m2 462,456.25
410.A Pavimento de concreto asfáltico en caliente (MAC) m3 24,879.90
700 TRANSPORTE
700.A Transporte de material granular para D< = 1 km m3k 141,965.65
700.B Transporte de material granular para D>1 km m3k 3,647,075.71
700. Transporte de mezcla asfáltica para D<=1 Km m3k 9,951.96
700. Transporte de mezcla asfáltica para D>1 Km m3k 307,760.65
700. Transporte de material excedente a DME para D<= 1km m3k 72,943.73
700. Transporte de material excedente a DME para D> 1km m3k 217,665.51
factor de multiplicidad
tiempo dias
Accesos a canteras, botaderos, plantas de proceso y fuente de agua, sin explosivo
Conformación de Terraplenes con material cantera Explanaciones
Mejoramiento de suelo a nivel de subrasante 0+000 - 15+000