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CANTIDAD

UNIDAD

1

PRELIMINARES
PREPARACION SUBRASANTE
DEMOLICION DE ROCA
CANAL DE CONCRETO
CANAL DE CONCRETO
REFORZADO
MURO TIPO 1
MURO TIPO 2
MURO TIPO 3
MURO TIPO 4
PASOS AEREOS
COMPUERTA No.1 Y No.
2
COMPUERTAS
GIRATORIAS
COMPUERTA DE
DESFOGUE DE PASO DE
AGUA

2035.66

M²

Q

26.20

Q

53,334.29

2035.66

M²

Q

44.57

Q

90,729.37

1145.25
953.25

ML
ML

Q
Q

945.00
2,362.86

Q
Q

1,082,261.25
2,252,396.30

192

ML

Q

3,288.56

Q

631,403.52

124.8
34.95
82.25
31.5
162

M³
M³
M³
M³
ML

Q
Q
Q
Q
Q

2,496.07
2,370.70
2,150.00
2,150.00
3,086.42

Q
Q
Q
Q
Q

311,509.54
82,855.97
176,837.50
67,725.00
500,000.04

2

UNIDAD

Q

4,749.99

Q

9,499.98

2

UNIDAD

Q

188,500.00

Q

377,000.00

22

M²

Q

1,442.83

Q

Q

13,100.00

0.00
100.00
0.00

Q
Q
Q

94,500.00
-

0.00
8.73
0.00

0.00
124.80
34.95
82.25
31.50
0.00

Q
Q
Q
Q
Q
Q

311,509.54
82,855.97
176,837.50
67,725.00
-

0.00
100.00
100.00
100.00
100.00
0.00

2.00

Q

9,499.98

100.00

2.00

Q

377,000.00

100.00

Q

23,085.28

72.73

Q

0.00
300.00

Q
Q
Q

31,742.26

2
3
4
5
6
7
8
9
10
11
12
13

DESARENADOR DE
CONEXIÓN HACIA
TUBERIA DE DESFOGUE
14
TIPO CHIMENEA DEL
TANQUE DE
COMPENSACION

78

15 RAMPAS SOBRE CANAL

5

16 LIMPIEZA FINAL

2035.66
TOTAL

M²

SUB TOTAL

500.00

0.00

DESCRIPCION

% Fìsico
Ejecutado
24.56

16.00

No.

COSTO UNIT.

Q

670.01

Q

Ejecutado

Total Ejecutado

52,260.78

UNIDAD

Q

8,000.00

Q

40,000.00

M²

Q

12.50

Q
Q

25,445.75
5,785,001.53

3,750.00
1,159,863.26

0.00
0.00
14.74

45.04739277

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Construction cost breakdown for water infrastructure project

  • 1. CANTIDAD UNIDAD 1 PRELIMINARES PREPARACION SUBRASANTE DEMOLICION DE ROCA CANAL DE CONCRETO CANAL DE CONCRETO REFORZADO MURO TIPO 1 MURO TIPO 2 MURO TIPO 3 MURO TIPO 4 PASOS AEREOS COMPUERTA No.1 Y No. 2 COMPUERTAS GIRATORIAS COMPUERTA DE DESFOGUE DE PASO DE AGUA 2035.66 M² Q 26.20 Q 53,334.29 2035.66 M² Q 44.57 Q 90,729.37 1145.25 953.25 ML ML Q Q 945.00 2,362.86 Q Q 1,082,261.25 2,252,396.30 192 ML Q 3,288.56 Q 631,403.52 124.8 34.95 82.25 31.5 162 M³ M³ M³ M³ ML Q Q Q Q Q 2,496.07 2,370.70 2,150.00 2,150.00 3,086.42 Q Q Q Q Q 311,509.54 82,855.97 176,837.50 67,725.00 500,000.04 2 UNIDAD Q 4,749.99 Q 9,499.98 2 UNIDAD Q 188,500.00 Q 377,000.00 22 M² Q 1,442.83 Q Q 13,100.00 0.00 100.00 0.00 Q Q Q 94,500.00 - 0.00 8.73 0.00 0.00 124.80 34.95 82.25 31.50 0.00 Q Q Q Q Q Q 311,509.54 82,855.97 176,837.50 67,725.00 - 0.00 100.00 100.00 100.00 100.00 0.00 2.00 Q 9,499.98 100.00 2.00 Q 377,000.00 100.00 Q 23,085.28 72.73 Q 0.00 300.00 Q Q Q 31,742.26 2 3 4 5 6 7 8 9 10 11 12 13 DESARENADOR DE CONEXIÓN HACIA TUBERIA DE DESFOGUE 14 TIPO CHIMENEA DEL TANQUE DE COMPENSACION 78 15 RAMPAS SOBRE CANAL 5 16 LIMPIEZA FINAL 2035.66 TOTAL M² SUB TOTAL 500.00 0.00 DESCRIPCION % Fìsico Ejecutado 24.56 16.00 No. COSTO UNIT. Q 670.01 Q Ejecutado Total Ejecutado 52,260.78 UNIDAD Q 8,000.00 Q 40,000.00 M² Q 12.50 Q Q 25,445.75 5,785,001.53 3,750.00 1,159,863.26 0.00 0.00 14.74 45.04739277