This document provides a budget in Spanish for a potable water project in Granadillo, Colotenango, Huehuetenango, Guatemala. It lists 10 line items with quantities, units, costs for materials, labor, transportation and totals. The largest expenses are for excavation, PVC piping in various diameters, and aerial walkways of varying lengths. The total budget amount is over 872,000 Guatemalan Quetzals.

1. FECHA: JULIO 2010
No. RENGLON CANTIDAD UNIDAD TRANSPORTE TOTAL
NO CALIFICADA CALIFICADA TOTAL LOCALES NO LOCALES TOTAL
1 CAPTACION 4 U
LIMPIA Y CHAPEO 144.00 m² 216.00 216.00 216.00
TRAZO Y ESTAQUEADO 128.00 ml 480.00 480.00 480.00
EXCAVACION 16.00 m³ 336.00 336.00 336.00
MUROS DE CAPTACION DE MAMPOSTERIA 16.00 m³ 1,920.00 1,920.00 1,920.00 3,840.00 5,760.00 7,680.00
CAJA DE MAMPOSTERIA 20.40 m³ 2,244.00 2,244.00 5,455.00 4,860.00 10,315.00 12,559.00
TAPADERAS DE CONCRETO 1.76 m³ 1,560.00 1,560.00 370.00 3,654.02 4,024.02 5,584.02
REPELLO + AFINADO EN CAJA DE MAMPOSTERIA 80.00 m² 960.00 960.00 175.00 720.00 895.00 1,855.00
MATERIAL FILTRANTE 24.00 m² 1,200.00 1,200.00 2,200.00 2,200.00 3,400.00
CONTRA CUNETA DE CONCRETO 24.00 ml 1,552.00 1,552.00 370.00 720.00 1,090.00 2,642.00
TUBERIA, ACCESORIOS Y VALVULAS global 600.00 600.00 2,275.48 2,275.48 2,875.48
TRANSPORTE 200 qq 5,000.00 5,000.00
TOTAL RENGLON 1,032.00 10,036.00 11,068.00 10,490.00 16,069.50 26,559.50 5,000.00 42,627.50
2 CAJA REUNIDORA DE CAUDALES DE 1 M³ 3 U
LIMPIA Y CHAPEO 12.00 m² 18.00 18.00 18.00
TRAZO Y ESTAQUEADO 15.00 ml 56.25 56.25 56.25
EXCAVACION 3.00 m³ 63.00 63.00 63.00
MUROS + FONDO DE MAMPOSTERIA 6.15 m³ 1,200.00 1,200.00 2,820.00 1,530.00 4,350.00 5,550.00
LOSA + TAPADERA DE CONCRETO 0.90 m³ 1,050.00 1,050.00 191.25 1,378.01 1,569.26 2,619.26
REPELLO + AFINADO 41.70 m² 540.00 540.00 112.50 360.00 472.50 1,012.50
TUBERIA, ACCESORIOS Y VALVULAS global 300.00 300.00 1,784.76 1,784.76 2,084.76
TRANSPORTE 63 qq 1,575.00 1,575.00
TOTAL RENGLON 205.88 3,090.00 3,295.88 3,123.75 5,052.77 8,176.52 1,575.00 13,047.39
3 LINEA DE CONDUCCION 14238 ML.
LIMPIA Y CHAPEO 14,238.00 m² 7,119.00 7,119.00 7,119.00
TRAZO Y ESTAQUEADO 14,238.00 ml 3,559.50 3,559.50 3,559.50
EXCAVACION 8,460.00 m³ 177,660.00 177,660.00 177,660.00
RELLENO 8,436.00 m³ 118,104.00 118,104.00 118,104.00
TUBERIA PVC Ø 3/4" C-250 396.00 ml 297.00 297.00 3,714.48 3,714.48 4,011.48
TUBERIA PVC Ø 1" C-160 534.00 ml 400.50 400.50 6,155.24 6,155.24 6,555.74
TUBERÍA PVC Ø 1½" C-160 552.00 ml 414.00 414.00 10,435.56 10,435.56 10,849.56
TUBERÍA PVC Ø 2" C-160 6420.00 ml 6,420.00 6,420.00 189,111.80 189,111.80 195,531.80
TUBERÍA PVC Ø 1½" C-250 1170.00 ml 877.50 877.50 33,214.35 33,214.35 34,091.85
TUBERÍA PVC Ø 2" C-250 4242.00 ml 4,242.00 4,242.00 188,104.42 188,104.42 192,346.42
TUBERÍA HG Ø 1" TL 66.00 ml 148.50 148.50 2,464.00 2,464.00 2,612.50
TUBERÍA HG Ø 1½" TL 54.00 ml 121.50 121.50 3,294.00 3,294.00 3,415.50
TUBERÍA HG Ø 2" TL 804.00 ml 2,412.00 2,412.00 61,640.00 61,640.00 64,052.00
ACCESORIOS global 690.00 690.00 12,634.69 12,634.69 13,324.69
VALVULAS DE AIRE 17.00 u 935.00 935.00 8,364.05 8,364.05 9,299.05
VALVULAS DE LIMPIEZA 22.00 u 1,320.00 1,320.00 3,490.51 3,490.51 4,810.51
CAJAS PARA VALVULAS DE AIRE Y LIMPIEZA 39.00 u 7,800.00 7,800.00 1,455.00 7,546.50 9,001.50 16,801.50
MANO DE OBRA MATERIALES
PROYECTO DE AGUA POTABLE
CANTON MORALES, ALDEA GRANADILLO, COLOTENANGO, HUEHUETENANGO
PRESUPUESTO

2. FECHA: JULIO 2010
No. RENGLON CANTIDAD UNIDAD TRANSPORTE TOTAL
NO CALIFICADA CALIFICADA TOTAL LOCALES NO LOCALES TOTAL
MANO DE OBRA MATERIALES
PROYECTO DE AGUA POTABLE
CANTON MORALES, ALDEA GRANADILLO, COLOTENANGO, HUEHUETENANGO
PRESUPUESTO
TRANSPORTE 320 qq 8,000.00 8,000.00
TOTAL RENGLON 306,442.50 26,078.00 332,520.50 1,455.00 530,169.60 531,624.60 8,000.00 872,145.10
4 ANCLAJE PARA TUBERIA DE HG 190.00 U
SOPORTES DE CONCRETO ARMADO 190.00 u 2,850.00 8,550.00 11,400.00 3,515.00 18,129.80 21,644.80 33,044.80
TRANSPORTE 171.00 qq 4,275.00 4,275.00
TOTAL RENGLON 2,850.00 8,550.00 11,400.00 3,515.00 18,129.80 21,644.80 4,275.00 37,319.80
5 TANQUE DE DISTRIBUCION 20 M³ MAMPOSTERIA 1 U
LIMPIA Y CHAPEO 27.00 m² 40.50 40.50 40.50
TRAZO Y ESTAQUEADO 21.00 ml 78.75 78.75 78.75
EXCAVACION 22.00 m³ 462.00 462.00 462.00
FONDO DE MAMPOSTERIA 4.20 m³ 525.00 525.00 498.75 960.00 1,458.75 1,983.75
MUROS DE MAMPOSTERIA 35.00 m³ 4,375.00 4,375.00 6,025.00 8,445.00 14,470.00 18,845.00
LOSA + TAPADERA + VIGA 2.90 m³ 2,465.00 2,465.00 585.00 3,867.12 4,452.12 6,917.12
REPELLO + AFINADO 89.00 m² 1,260.00 1,260.00 225.00 240.00 465.00 1,725.00
ESCALERAS + VENTILACION global 300.00 300.00 588.20 588.20 888.20
TUBERIA Y ACCESORIOS global 200.00 200.00 1,069.06 1,069.06 1,269.06
CAJAS PARA VALVULAS 3.00 u 600.00 600.00 101.25 724.00 825.25 1,425.25
TRANSPORTE 194 qq 4,850.00 4,850.00
TOTAL RENGLON 581.25 9,725.00 10,306.25 7,435.00 15,893.38 23,328.38 4,850.00 38,484.63
6 PASO DE ZANJON TIPO E 3 U
LIMPIA Y CHAPEO 54.00 m² 81.00 81.00 81.00
EXCAVACION 4.95 m³ 103.95 103.95 103.95
BASES DE CONCRETO 5.40 m3 225.00 900.00 1,125.00 1,923.75 5,929.38 7,853.13 8,978.13
ACCESORIOS DEL PASO DE ZANJON global 450.00 450.00 2,085.00 2,085.00 2,535.00
TRANSPORTE 60 qq 1,500.00 1,500.00
TOTAL RENGLON 409.95 1,350.00 1,759.95 1,923.75 8,014.38 9,938.13 1,500.00 13,198.08
7 PASO AEREO DE 12 mts. 2 U
LIMPIA Y CHAPEO 24.00 m² 36.00 36.00 36.00
EXCAVACION 3.30 m³ 42.00 42.00 42.00
MUERTOS DE CONCRETO 12.00 m³ 1,320.00 1,320.00 2,075.00 4,800.00 6,875.00 8,195.00
ZAPATAS 1.20 m³ 600.00 600.00 240.00 1,506.70 1,746.70 2,346.70
COLUMNAS 1.56 m³ 1,200.00 1,200.00 2,072.50 3,331.40 5,403.90 6,603.90
CABLEADO Y ACCESORIOS global 800.00 800.00 6,817.64 6,817.64 7,617.64
TRANSPORTE 132 qq 3,300.00 3,300.00
TOTAL RENGLON 78.00 3,920.00 3,998.00 4,387.50 16,455.74 20,843.24 3,300.00 28,141.24

3. FECHA: JULIO 2010
No. RENGLON CANTIDAD UNIDAD TRANSPORTE TOTAL
NO CALIFICADA CALIFICADA TOTAL LOCALES NO LOCALES TOTAL
MANO DE OBRA MATERIALES
PROYECTO DE AGUA POTABLE
CANTON MORALES, ALDEA GRANADILLO, COLOTENANGO, HUEHUETENANGO
PRESUPUESTO
8 PASO AEREO DE 18 mts. 5 U
LIMPIA Y CHAPEO 90.00 m² 135.00 135.00 135.00
EXCAVACION 8.25 m³ 173.25 173.25 173.25
MUERTOS DE CONCRETO 43.25 m³ 5,625.00 5,625.00 8,018.75 19,500.00 27,518.75 33,143.75
ZAPATAS 3.00 m³ 1,650.00 1,650.00 600.00 3,766.75 4,366.75 6,016.75
COLUMNAS 3.90 m³ 3,320.00 3,320.00 5,181.25 8,328.50 13,509.75 16,829.75
CABLEADO Y ACCESORIOS global 3,000.00 3,000.00 19,194.10 19,194.10 22,194.10
TRANSPORTE 330 qq 8,250.00 8,250.00
TOTAL RENGLON 308.25 13,595.00 13,903.25 13,800.00 50,789.35 64,589.35 8,250.00 86,742.60
9 PASO AEREO DE 20 mts. 2.00 U
LIMPIA Y CHAPEO 36.00 m² 54.00 54.00 54.00
EXCAVACION 3.30 m³ 69.30 69.30 69.30
MUERTOS DE CONCRETO 17.30 m³ 2,250.00 2,250.00 3,207.50 7,800.00 11,007.50 13,257.50
ZAPATAS 1.20 m³ 660.00 660.00 240.00 1,506.70 1,746.70 2,406.70
COLUMNAS 1.56 m³ 1,328.00 1,328.00 2,072.50 3,331.40 5,403.90 6,731.90
CABLEADO Y ACCESORIOS global 1,200.00 1,200.00 7,677.64 7,677.64 8,877.64
TRANSPORTE 90 qq 2,250.00 2,250.00
TOTAL RENGLON 123.30 5,438.00 5,561.30 5,520.00 20,315.74 25,835.74 2,250.00 33,647.04
10 PASO AEREO DE 30 mts. 4 U
LIMPIA Y CHAPEO 72.00 m² 108.00 108.00 108.00
EXCAVACION 6.60 m³ 138.60 138.60 138.60
MUERTOS DE CONCRETO 34.60 m³ 4,500.00 4,500.00 6,415.00 15,600.00 22,015.00 26,515.00
ZAPATAS 2.40 m³ 1,320.00 1,320.00 480.00 3,013.40 3,493.40 4,813.40
COLUMNAS 3.12 m³ 2,656.00 2,656.00 4,145.00 6,662.80 10,807.80 13,463.80
CABLEADO Y ACCESORIOS global 3,200.00 3,200.00 17,183.28 17,183.28 20,383.28
TRANSPORTE 400 qq 10,000.00 10,000.00
TOTAL RENGLON 246.60 11,676.00 11,922.60 11,040.00 42,459.48 53,499.48 10,000.00 75,422.08
11 PASO AEREO DE 40 mts. 3 U
LIMPIA Y CHAPEO 54.00 m² 81.00 81.00 81.00
EXCAVACION 4.95 m³ 103.95 103.95 103.95
MUERTOS DE CONCRETO 25.95 m³ 3,375.00 3,375.00 4,811.25 11,700.00 16,511.25 19,886.25
ZAPATAS 1.98 m³ 990.00 990.00 412.50 2,927.58 3,340.08 4,330.08
COLUMNAS 2.55 m³ 1,992.00 1,992.00 2,103.75 5,312.61 7,416.36 9,408.36
CABLEADO Y ACCESORIOS global 2,400.00 2,400.00 14,147.46 14,147.46 16,547.46
TRANSPORTE 300 qq 7,500.00 7,500.00
TOTAL RENGLON 184.95 8,757.00 8,941.95 7,327.50 34,087.65 41,415.15 7,500.00 57,857.10
12 PASO AEREO DE 75 mts. 1 U

4. FECHA: JULIO 2010
No. RENGLON CANTIDAD UNIDAD TRANSPORTE TOTAL
NO CALIFICADA CALIFICADA TOTAL LOCALES NO LOCALES TOTAL
MANO DE OBRA MATERIALES
PROYECTO DE AGUA POTABLE
CANTON MORALES, ALDEA GRANADILLO, COLOTENANGO, HUEHUETENANGO
PRESUPUESTO
LIMPIA Y CHAPEO 25.00 m² 37.50 37.50 37.50
EXCAVACION 6.30 m³ 132.30 132.30 132.30
RELLENO 3.60 m³ 50.40 50.40 50.40
MUERTOS DE CONCRETO 8.65 m³ 1,125.00 1,125.00 1,603.75 3,900.00 5,503.75 6,628.75
ZAPATAS 1.22 m³ 450.00 450.00 245.00 1,275.86 1,520.86 1,970.86
COLUMNAS 1.56 m³ 900.00 900.00 1,016.25 4,370.55 5,386.80 6,286.80
CABLEADO Y ACCESORIOS global 1,500.00 1,500.00 8,469.10 8,469.10 9,969.10
TRANSPORTE 110 qq 2,750.00 2,750.00
TOTAL RENGLON 220.20 3,975.00 4,195.20 2,865.00 18,015.51 20,880.51 2,750.00 27,825.71
13 RED DE DISTRIBUCION 10188 ML.
TRAZO Y ESTAQUEADO 10,188.00 ml 2,547.00 2,547.00 2,547.00
EXCAVACION 6,255.00 m³ 87,570.00 87,570.00 87,570.00
RELLENO 6,248.00 m³ 43,736.00 43,736.00 43,736.00
TUBERIA PVC Ø 3/4" C-250 5490.00 ml 5,490.00 5,490.00 51,496.20 51,496.20 56,986.20
TUBERIA PVC Ø 1" C-160 2484.00 ml 2,484.00 2,484.00 28,632.24 28,632.24 31,116.24
TUBERÍA PVC Ø 1¼" C-160 384.00 ml 576.00 576.00 5,557.76 5,557.76 6,133.76
TUBERÍA PVC Ø 1½" C-160 102.00 ml 76.50 76.50 1,928.31 1,928.31 2,004.81
TUBERÍA PVC Ø 2" C-160 1386.00 ml 1,386.00 1,386.00 40,826.94 40,826.94 42,212.94
TUBERÍA PVC Ø 2" C-250 240.00 ml 240.00 240.00 10,642.40 10,642.40 10,882.40
TUBERÍA HG Ø 1" TL 60.00 ml 135.00 135.00 2,240.00 2,240.00 2,375.00
TUBERÍA HG Ø 2" TL 42.00 ml 126.00 126.00 3,220.00 3,220.00 3,346.00
ACCESORIOS global 635.00 635.00 3,821.14 3,821.14 4,456.14
TRANSPORTE 80 qq 2,000.00 2,000.00
TOTAL RENGLON 133,853.00 11,148.50 145,001.50 0.00 148,364.99 148,364.99 2,000.00 295,366.49
14 CAJA ROMPE PRESION DE 1 M³ CON VALVULA FLOTE 19 U
LIMPIA Y CHAPEO 76.00 m² 114.00 114.00 114.00
TRAZO Y ESTAQUEADO 95.00 ml 356.25 356.25 356.25
EXCAVACION 19.00 m³ 399.00 399.00 399.00
MUROS + FONDO DE MAMPOSTERIA 38.95 m³ 6,650.00 6,650.00 17,860.00 9,690.00 27,550.00 34,200.00
LOSA + TAPADERA DE CONCRETO 5.70 m³ 4,750.00 4,750.00 1,211.25 8,727.37 9,938.62 14,688.62
REPELLO + AFINADO 264.10 m² 2,850.00 2,850.00 712.50 2,280.00 2,992.50 5,842.50
TUBERIA, ACCESORIOS Y VALVULAS global 1,425.00 1,425.00 13,084.82 13,084.82 14,509.82
TRANSPORTE 399 qq 9,975.00 9,975.00
TOTAL RENGLON 1,303.88 15,675.00 16,978.88 19,783.75 33,782.19 53,565.94 9,975.00 80,519.81
15 CONEXIONES DOMICILIARES 130 U
TRAZO Y ESTAQUEADO 2,340.00 ml 585.00 585.00 585.00
EXCAVACION 2,600.00 m³ 36,400.00 36,400.00 36,400.00
RELLENO 2,599.00 m³ 18,193.00 18,193.00 18,193.00
TUBERIA, ACCESORIOS Y VALVULAS global 5,850.00 5,850.00 103,793.89 103,793.89 109,643.89

5. FECHA: JULIO 2010
No. RENGLON CANTIDAD UNIDAD TRANSPORTE TOTAL
NO CALIFICADA CALIFICADA TOTAL LOCALES NO LOCALES TOTAL
MANO DE OBRA MATERIALES
PROYECTO DE AGUA POTABLE
CANTON MORALES, ALDEA GRANADILLO, COLOTENANGO, HUEHUETENANGO
PRESUPUESTO
BASES DE CONCRETO 130.00 u 4,550.00 4,550.00 1,300.00 1,657.50 2,957.50 7,507.50
TRANSPORTE 32.50 qq 812.50 812.50
TOTAL RENGLON 55,178.00 10,400.00 65,578.00 1,300.00 105,451.39 106,751.39 812.50 173,141.89
16 HIPOCLORADOR 1 U
TRAZO Y ESTAQUEADO 4.00 ml 25.00 25.00 25.00
DEPOSITO DE CONCRETO ARMADO 1.00 m³ 765.00 765.00 550.00 1,166.17 1,716.17 2,481.17
TUBERIA Y ACCESORIOS global 150.00 150.00 327.25 327.25 477.25
TRANSPORTE 15 qq 375.00 375.00
TOTAL RENGLON 25.00 915.00 940.00 550.00 1,493.42 2,043.42 375.00 3,358.42
17 SUMIDEROS PARA CONEXIONES 130 U
TRAZO Y ESTAQUEADO 468.00 ml 117.00 117.00 117.00
EXCAVACION 150.80 m³ 2,111.20 2,111.20 2,111.20
TRAMPA DE GRASA Y SUMIDERO 130.00 u 32,500.00 32,500.00 39,325.00 64,010.83 103,335.83 135,835.83
TRANSPORTE 780 qq 19,500.00 19,500.00
TOTAL RENGLON 2,228.20 32,500.00 34,728.20 39,325.00 64,010.83 103,335.83 19,500.00 157,564.03
COSTO DIRECTO DEL TOTAL DE RENGLONES 505,270.95 176,828.50 682,099.45 133,841.25 1,128,555.70 1,262,396.95 91,912.50 2,036,408.90