planilla de metrados alcantarillas exc. rell.tmc rev. final
TRANSCRIPT
![Page 1: Planilla de Metrados Alcantarillas Exc. Rell.tmc REV. FINAL](https://reader033.vdocuments.pub/reader033/viewer/2022050904/54787156b4af9fb9208b45da/html5/thumbnails/1.jpg)
file:///tt/file_convert/54787156b4af9fb9208b45da/document.xls Res.Alc REV0 15.07.05
CONCEDENTE : MINISTERIO DE TRANSPORTES Y COMUNICACIONESOBRA : CONCESION PARA LAS OBRAS Y EL MANTENIMIENTO DE LOS TRAMOS
VIALES DEL EJE MULTIMODAL DEL AMAZONAS NORTE TRAMO 3: RIOJA - CORRAL QUEMADO
CONCESIONARIA : CONCESIONARIA IIRSA NORTE S.A.SUPERVISION : CONSORCIO SUPERVISOR NOR ORIENTAL
RESUMEN DE METRADOS DE ALCANTARILLASSector : NARANJITOS CORANTACHACA
OBRAS DE ARTE Y DE DRENAJE
PROGRESIVA TIPO Diam. Reemplazo Diam. Long.
(Km) (pulg) Nueva (m) (m) (m2)
ALCANTARILLAS TMC
SDT3 - 320/321 249+460.00 TMC 48" Nueva 1.20 12.20 45.99 128.32 3.90 79.58 1.87 3.40 1.17 576.72 97.65 17.80 14.00
SDT3 - 320/321 249+688.15 TMC 60" Reemplazo 1.50 13.82 65.13 101.43 5.02 98.46 13.49
SDT3 - 318 250+340.00 TMC 48" Nueva 1.20 13.01 49.05 157.61 4.18 97.64 27.35 3.40 1.17 576.72 97.65 17.80 14.00
SDT3 - 317 251+212.00 TMC 48" Nueva 1.20 12.20 45.99 221.53 3.98 85.34 2,261.51 3.40 1.17 576.72 97.65 17.80 14.00
SDT3 - 317 251+300.00 TMC 60" Reemplazo 1.50 11.39 53.67 205.35 4.16 111.67 109.97
SDT3 - 317 251+460.00 TMC 48" Nueva 1.20 13.01 49.05 175.40 4.18 88.27 55.15 3.40 1.17 576.72 97.65 17.80 14.00
SDT3 - 317 251+790.00 TMC 48" Nueva 1.20 12.20 45.99 177.61 3.90 78.59 29.38 3.40 1.17 576.72 97.65 17.80 14.00
SDT3 - 316 252+020.00 TMC 48" Nueva 1.20 11.39 42.94 135.58 3.63 74.92 5.10 3.40 1.17 576.72 97.65 17.80 14.00
SDT3 - 316 252+150.00 TMC 36" Nueva 0.90 11.39 32.20 114.37 3.20 50.11 9.44 2.50 0.80 462.78 74.79 13.40 10.20
SDT3 - 311/312/313253+440.00 TMC 36" Nueva 0.90 13.82 39.08 125.58 3.93 59.88 42.17 2.50 0.80 462.78 74.79 13.40 13.40
253+815.51 TMC 48" Reemplazo 1.20 12.20 45.99 181.59 3.90 88.24 78.93 3.40 1.17 576.72 97.65 17.80 14.00
SDT3 - 308/309/310
254+840.00 TMC 48" Nueva 1.20 10.58 39.89 98.27 3.35 44.79 26.52 3.40 1.17 576.72 97.65 17.80 14.00
255+310.00 TMC 48" Nueva 1.20 12.20 45.99 128.90 3.90 55.87 10.29 3.40 1.17 576.72 97.65 17.80 14.00
255+476.82 TMC 48" Nueva 1.20 12.20 45.99 132.39 3.90 56.05 246.30 3.40 1.17 576.72 97.65 17.80 14.00
SDT3 - 306/307 256+022.86 TMC 48" Nueva 1.20 10.58 39.89 137.34 3.35 56.95 20.21 3.40 1.17 576.72 97.65 17.80 14.00
256+430.80 TMC 36" Reemplazo 0.90 11.39 32.20 51.42 3.27 40.59 8.38 2.50 0.80 462.78 74.79 13.40 10.20
SDT3 - 305 256+961.15 TMC 48" Nueva 1.20 12.20 45.99 106.98 3.34 57.60 20.09 3.40 1.17 576.72 97.65 17.80 14.00
257+338.22 TMC 48" Nueva 1.20 11.39 42.94 117.50 3.63 50.37 13.94
SDT3 - 303 257+745.50 TMC 48" Nueva 1.20 11.39 42.94 149.86 3.63 51.54 49.84
SDT3 - 299 259+112.84 TMC 36" Nueva 0.90 12.20 34.49 74.99 3.44 35.88 8.11 2.50 0.80 462.78 74.79 13.40 10.20
259+850.00 TMC 48" Nueva 1.20 11.39 42.94 136.82 3.70 52.32 267.47
260+265.00 TMC 36" Nueva 0.90 11.39 32.20 89.67 2.72 36.42 23.60 2.50 0.80 462.78 74.79 13.40 10.20
SDT3 - 298 260+585.00 TMC 36" Nueva 0.90 11.39 32.20 74.53 2.72 38.69 1.27 2.50 0.80 462.78 74.79 13.40 10.20
SDT3 - 294261+927.80 TMC 36" Nueva 0.90 11.39 32.20 81.78 3.20 40.60 14.91
262+520.00 TMC 48" Nueva 1.20 11.39 42.94 105.31 3.08 48.19 10.62
263+360.00 TMC 36" Nueva 0.90 11.39 32.20 94.85 3.20 40.60 43.67
SDT3 - 291 263+720.00 TMC 48" Nueva 1.20 11.39 42.94 108.51 3.35 48.31 5.02
264+030.00 TMC 36" Nueva 0.90 10.58 29.91 77.89 2.96 32.67 122.57
SDT3 - 288/289 264+431.58 TMC 48" Reemplazo 1.20 10.58 39.89 88.36 3.35 45.55 0.00
SDT3 - 287264+822.48 TMC 48" Nueva 1.20 13.01 49.05 79.20 4.25 60.68 6.10
264+968.70 TMC 36" Reemplazo 0.90 10.58 29.91 47.77 2.96 30.93 9.99
SDT3 - 278268+701.58 TMC 36" Nueva 0.90 10.58 29.91 76.63 2.95 38.06 9.06
268+820.00 TMC 48" Reemplazo 1.20 10.58 39.89 98.73 3.08 43.07 84.41
269+038.01 TMC 36" Reemplazo 0.90 12.20 34.49 94.04 3.44 43.34 38.75
269+082.44 TMC 36" Nueva 0.90 10.58 29.91 76.57 2.96 33.03 14.47
269+660.00 TMC 36" Nueva 0.90 10.58 29.91 79.10 2.96 36.59 2.80
270+524.00 TMC 48" Reemplazo 1.20 11.39 42.94 146.95 3.63 54.86 353.12
271+270.00 TMC 48" Reemplazo 1.20 12.20 45.99 140.38 3.90 64.43 376.86
SDT3 - 277 271+430.00 TMC 36" Nueva 0.90 10.58 29.91 69.41 3.02 34.69 78.32
SDT3 - 276 272+410.00 TMC 48" Nueva 1.20 11.39 42.94 107.06 3.63 51.29 3.11
272+766.59 TMC 36" Nueva 0.90 11.39 32.20 87.85 3.20 39.54 20.35
273+270.00 TMC 36" Nueva 0.90 11.39 32.20 99.49 3.20 37.02 15.53
273+881.41 TMC 36" Nueva 0.90 11.39 32.20 87.17 3.20 42.81 147.81
274+526.00 TMC 48" Nueva 1.20 11.39 42.94 111.97 3.63 52.47 201.91
274+654.18 TMC 48" Nueva 1.20 10.58 39.89 99.63 3.35 42.89 12.67
SDT3 - 274275+290.00 TMC 36" Nueva 0.90 11.39 32.20 73.02 3.20 38.32 1.30
275+429.28 TMC 48" Nueva 1.20 5.29 19.94 100.51 3.35 46.02 3.03
SDT3 - 270276+940.00 TMC 48" 1.20 13.84 52.18 105.54 75.16 0.00
277+205.00 TMC 36" Nueva 0.90 11.39 32.20 50.21 3.20 31.65 0.00
277+554.24 TMC 36" Nueva 0.90 10.58 29.91 85.09 2.96 34.48 57.15
SDT3 - 267277+841.67 TMC 36" Nueva 0.90 10.58 29.91 78.25 2.96 33.86 10.77
278+239.21 TMC 36" Nueva 0.90 4.89 13.81 69.82 2.72 32.71 15.49
278+499.13 TMC 36" Nueva 0.90 11.39 32.20 81.43 3.20 36.57 42.85
SDT3 - 265 279+138.95 TMC 36" Nueva 0.90 10.58 29.91 72.01 2.96 33.04 24.62
279+855.43 TMC 60" Reemplazo 1.50 11.39 53.67 79.23 4.08 52.88 0.36
280+024.26 TMC 48" Nueva 1.20 10.58 39.89 98.53 3.35 43.11 7.18
280+712.64 TMC 36" Nueva 0.90 9.77 27.62 69.52 2.72 32.92 28.04
281+200.75 TMC 36" Nueva 0.90 10.58 29.91 75.49 2.96 32.49 48.02
281+960.00 TMC 36" Nueva 0.90 5.29 14.96 70.12 2.96 29.70 21.10
282+560.51 TMC 48" Nueva 1.20 8.15 30.72 73.11 3.72 50.96 2.53
283+088.20 TMC 36" Nueva 0.90 12.20 34.49 96.14 3.44 43.03 9.17
283+332.00 TMC 36" Nueva 0.90 11.39 32.20 54.06 3.20 39.79 0.24
690.74 2,332.82 m2 6,413.78 m3 208.42 m3 3,138.07 m3 5,174.30 m3 55.80 m3 18.87 m3 9,697.32 Kg 1,620.54 Kg 294.00 m2 232.40 m2
TIPO Diam Long Tot
ALC 36" 324.235
ALC 48" 329.9
ALC 60" 36.6
690.735
Pintura Asfaltica METRADO TOTAL
EXCAVACION(m3)
RELLENO (Grava arenosa)
(m3)
METRADO TOTAL RELLENO
(m3)
METRADO TOTAL ENCAUZAMIENTO
(m3)
METRADO TOTAL CONCRETO (alero)
(m3)
AVANCE (FEBRERO)CONCRETO (alero)
(m3)
METRADO TOTAL ACERO (alero)
(Kg)
AVANCE (FEBRERO)ACERO (alero)
(Kg)
METRADO TOTAL ENCOFRADO
(m2)
AVANCE (FEBRERO)ENCOFRADO
(m2)
![Page 2: Planilla de Metrados Alcantarillas Exc. Rell.tmc REV. FINAL](https://reader033.vdocuments.pub/reader033/viewer/2022050904/54787156b4af9fb9208b45da/html5/thumbnails/2.jpg)
file:///tt/file_convert/54787156b4af9fb9208b45da/document.xls Excv. alcantarillas REV0 15.07.05
CONCEDENTE : MINISTERIO DE TRANSPORTES Y COMUNICACIONESOBRA : CONCESION PARA LAS OBRAS Y EL MANTENIMIENTO DE LOS TRAMOS
VIALES DEL EJE MULTIMODAL DEL AMAZONAS NORTE TRAMO 3: RIOJA - CORRAL QUEMADO
CONCESIONARIA : CONCESIONARIA IIRSA NORTE S.A.SUPERVISION : CONSORCIO SUPERVISOR NOR ORIENTAL
METRADOS DE ALCANTARILLAS
06.00 OBRAS DE ARTE Y DE DRENAJE06.01 Excavación no clasificada para estructuras
METRADO
PROGRESIVA TIPO ( Ø ) DESCRIPCIÓNVOLUMEN VOLUMEN
ESTR. EXIST. PARCIAL
249+460.00 TMC 1.2
Ac1 (CAJ) 7.91 3.2 25.31 25.31
Ac2 (CAB) 4.47 5.45 24.36 24.36
Ac3 (TB) 24.2 3.25 78.65 78.65 128.32
Ac4 (ENCAU) 0.45 4.15 1.87
Descto. Tubo 1.13 0 0.00 0.00
249+688.15 TMC 1.5
Ac1 (CAJ) 3.2 0.00 0.00
Ac2 (CAB) 2.23 6.26 13.96 13.96
Ac3 (TB) 29.31 3.78 110.79 110.79 101.43
Ac4 (ENCAU) 2.64 5.11 13.49
Descto. Tubo 1.77 13.2 -23.33 -23.33
250+340.00 TMC 1.2
Ac1 (CAJ) 8.23 3.2 26.34 26.34
Ac2 (CAB) 6.75 5.45 36.79 36.79
Ac3 (TB) 28.46 3.32 94.49 94.49 157.61
Ac4 (ENCAU) 6.59 4.15 27.35
Descto. Tubo 1.13 0.00 0.00
251+212.00 TMC 1.2
Ac1 (CAB) 11.31 5.45 61.64 61.64
Ac2 (CAB) 13.51 5.45 73.63 73.63
Ac3 (TB) 26.22 3.29 86.26 86.26 221.53
Ac4 (ENCAU) plano plano 2,261.51
Descto. Tubo 1.13 0.00 0.00
251+300.00 TMC 1.5
Ac1 (CAJ) 15.13 3.5 52.96 52.96
Ac2 (CAB) 8.99 6.26 56.28 56.28
Ac3 (TB) 25.77 3.73 96.12 96.12 205.35
Ac4 (ENCAU) 21.52 5.11 109.97
Descto. Tubo 1.77 0.00 0.00
251+460.00 TMC 1.2
Ac1 (CAJ) 16.12 3.2 51.58 51.58
Ac2 (CAB) 5.9 5.45 32.16 32.16
Ac3 (TB) 27.61 3.32 91.67 91.67 175.40
Ac4 (ENCAU) 13.29 4.15 55.15
Descto. Tubo 1.13 0.00 0.00
251+790.00 TMC 1.2
Ac1 (CAJ) 17.91 3.2 57.31 57.31
Ac2 (CAB) 6.84 5.45 37.28 37.28
Ac3 (TB) 25.31 3.28 83.02 83.02 177.61
Ac4 (ENCAU) 7.08 4.15 29.38
Descto. Tubo 1.13 0.00 0.00
252+020.00 TMC 1.2
Ac1 (CAJ) 7.48 3.2 23.94 23.94
Ac2 (CAB) 6.71 5.45 36.57 36.57
Ac3 (TB) 22.89 3.28 75.08 75.08 135.58
Ac4 (ENCAU) 1.23 4.15 5.10
Descto. Tubo 1.13 0.00 0.00
252+150.00 TMC 0.9
Ac1 (CAJ) 10.3 2.9 29.87 29.87
Ac2 (CAB) 6.57 4.93 32.39 32.39
Ac3 (TB) 18.88 2.76 52.11 52.11 114.37
Ac4 (ENCAU) 2.76 3.42 9.44
Descto. Tubo 0.64 0.00 0.00
253+440.00 TMC 0.9
Ac1 (CAJ) 9.74 2.9 28.25 28.25
Ac2 (CAB) 6.44 4.83 31.11 31.11
Ac3 (TB) 28.92 2.29 66.23 66.23 125.58
Ac4 (ENCAU) 12.33 3.42 42.17
Descto. Tubo 0.64 0.00 0.00
253+815.51 TMC 1.2
Ac1 (CAJ) 12.12 3.2 38.78 38.78
Ac2 (CAB) 8.75 5.45 47.69 47.69
Ac3 (TB) 28.06 3.39 95.12 95.12 181.59
Ac4 (ENCAU) 19.02 4.15 78.93
Descto. Tubo 1.13 0.00 0.00
254+840.00 TMC 1.2
Ac1 (CAJ) 7.23 3.2 23.14 23.14
Ac2 (CAB) 5.15 5.45 28.07 28.07
Ac3 (TB) 18.75 2.51 47.06 47.06 98.27
Ac4 (ENCAU) 6.39 4.15 26.52
Descto. Tubo 1.13 0.00 0.00
255+310.00 TMC 1.2
Ac1 (CAJ) 8.43 3.2 26.98 26.98
Ac2 (CAB) 7.46 5.45 40.66 40.66
Ac3 (TB) 24.12 2.54 61.26 61.26 128.90
Ac4 (ENCAU) 2.48 4.15 10.29
Descto. Tubo 1.13 0.00 0.00
255+476.82 TMC 1.2
Ac1 (CAJ) 6.86 3.2 21.95 21.95
Ac2 (CAB) 9.07 5.45 49.43 49.43
Ac3 (TB) 24.02 2.54 61.01 61.01 132.39
Ac4 (ENCAU) 59.35 4.15 246.30
Descto. Tubo 1.13 0.00 0.00
256+022.86 TMC 1.2
Ac1 (CAJ) 11.21 3.2 35.87 35.87
Ac2 (CAB) 8.18 5.45 44.58 44.58
Ac3 (TB) 22.22 2.56 56.88 56.88 137.34
Ac4 (ENCAU) 4.87 4.15 20.21
Descto. Tubo 1.13 0.00 0.00
AREA (Ac)m2
ANCHO (a)m
VOLUMEN (Ac x a) m³ VOL TOTAL
m³
![Page 3: Planilla de Metrados Alcantarillas Exc. Rell.tmc REV. FINAL](https://reader033.vdocuments.pub/reader033/viewer/2022050904/54787156b4af9fb9208b45da/html5/thumbnails/3.jpg)
file:///tt/file_convert/54787156b4af9fb9208b45da/document.xls Excv. alcantarillas REV0 15.07.05
CONCEDENTE : MINISTERIO DE TRANSPORTES Y COMUNICACIONESOBRA : CONCESION PARA LAS OBRAS Y EL MANTENIMIENTO DE LOS TRAMOS
VIALES DEL EJE MULTIMODAL DEL AMAZONAS NORTE TRAMO 3: RIOJA - CORRAL QUEMADO
CONCESIONARIA : CONCESIONARIA IIRSA NORTE S.A.SUPERVISION : CONSORCIO SUPERVISOR NOR ORIENTAL
METRADOS DE ALCANTARILLAS
06.00 OBRAS DE ARTE Y DE DRENAJE06.01 Excavación no clasificada para estructuras
METRADO
PROGRESIVA TIPO ( Ø ) DESCRIPCIÓNVOLUMEN VOLUMEN
ESTR. EXIST. PARCIAL
AREA (Ac)m2
ANCHO (a)m
VOLUMEN (Ac x a) m³ VOL TOTAL
m³
256+430.803 TMC 0.9
Ac1 (Cab Ingreso) 1.74 4.83 8.40 8.40
Ac2 (CAB) 1.91 4.83 9.23 9.23
Ac3 (TB) 16.97 2.18 36.99 36.99 51.42
Ac4 (ENCAU) 2.45 3.42 8.38
Demolicion 1.88 0.32 2.21
Descto. Tubo 0.28 11.32 -3.20 -3.20
256+961.15 TMC 1.2
Ac1 (CAJ) 3.2 0.00 0.00
Ac2 (CAB) 6.94 5.45 37.82 37.82
Ac3 (TB) 21.15 3.27 69.16 69.16 106.98
Ac4 (ENCAU) 4.84 4.15 20.09
Descto. Tubo 1.13 0.00 0.00
257+338.22 TMC 1.2
Ac1 (CAJ) 8.29 3.2 26.53 26.53
Ac2 (CAB) 6.74 5.45 36.73 36.73
Ac3 (TB) 21.44 2.53 54.24 54.24 117.50
Ac4 (ENCAU) 3.36 4.15 13.94
Descto. Tubo 1.13 0.00 0.00
257+745.50 TMC 1.2
Ac1 (CAJ) 17.4 3.2 55.68 55.68
Ac2 (CAB) 7.4 5.45 40.33 40.33
Ac3 (TB) 21.2 2.54 53.85 53.85 149.86
Ac4 (ENCAU) 12.01 4.15 49.84
Descto. Tubo 1.13 0.00 0.00
259+112.84 TMC 0.9
Ac1 (CAJ) 7.01 2.9 20.33 20.33
Ac2 (CAB) 3.59 4.83 17.34 17.34
Ac3 (TB) 17.12 2.18 37.32 37.32 74.99
Ac4 (ENCAU) 2.37 3.42 8.11
Descto. Tubo 0.64 0.00 0.00
259+850 TMC 1.2
Ac1 (Cab Ingreso) 6.43 5.45 35.04 35.04
Ac2 (CAB) 8.1 5.45 44.14 44.14
Ac3 (TB) 22.69 2.54 57.63 57.63 136.82
Ac4 (ENCAU) 64.45 4.15 267.47
Descto. Tubo 1.13 0.00 0.00
260+265 TMC 0.9
Ac1 (CAJ) 13.55 2.9 39.30 39.30
Ac2 (CAB) 3.28 4.83 15.84 15.84
Ac3 (TB) 15.84 2.18 34.53 34.53 89.67
Ac4 (ENCAU) 6.9 3.42 23.60
Descto. Tubo 0.64 0.00 0.00
260+585 TMC 0.9
Ac1 (CAJ) 8.38 2.9 24.30 24.30
Ac2 (CAB) 3.15 4.83 15.21 15.21
Ac3 (TB) 15.99 2.19 35.02 35.02 74.53
Ac4 (ENCAU) 0.37 3.42 1.27
Descto. Tubo 0.64 0.00 0.00
261+927.08 TMC 0.9
Ac1 (CAJ) 6.42 2.9 18.62 18.62
Ac2 (CAB) 4.58 4.83 22.12 22.12
Ac3 (TB) 18.74 2.19 41.04 41.04 81.78
Ac4 (ENCAU) 4.36 3.42 14.91
Descto. Tubo 0.64 0.00 0.00
262+520 TMC 1.2
Ac1 (CAJ) 7.81 3.2 24.99 24.99
Ac2 (CAB) 6.39 5.45 34.83 34.83
Ac3 (TB) 17.98 2.53 45.49 45.49 105.31
Ac4 (ENCAU) 2.56 4.15 10.62
Descto. Tubo 1.13 0.00 0.00
263+360 TMC 0.9
Ac1 (CAJ) 8.52 2.9 24.71 24.71
Ac2 (CAB) 5.97 4.83 28.84 28.84
Ac3 (TB) 18.86 2.19 41.30 41.30 94.85
Ac4 (ENCAU) 12.77 3.42 43.67
Descto. Tubo 0.64 0.00 0.00
263+720 TMC 1.2
Ac1 (CAJ) 7.03 3.2 22.50 22.50
Ac2 (CAB) 6.34 5.45 34.55 34.55
Ac3 (TB) 20.26 2.54 51.46 51.46 108.51
Ac4 (ENCAU) 1.21 4.15 5.02
Descto. Tubo 1.13 0.00 0.00
264+030 TMC 0.9
Ac1 (CAJ) 8 2.9 23.20 23.20
Ac2 (CAB) 4.45 4.83 21.49 21.49
Ac3 (TB) 15.37 2.16 33.20 33.20 77.89
Ac4 (ENCAU) 35.84 3.42 122.57
Descto. Tubo 0.64 0.00 0.00
264+431.58 TMC 1.2
Ac1 (CAJ) 8.1 3.2 25.92 25.92
Ac2 (CAB) 2.81 5.45 15.31 15.31
Ac3 (TB) 18.7 2.52 47.12 47.12 88.36
Ac4 (ENCAU) 4.15 0.00
Descto. Tubo 1.13 0.00 0.00
264+822.48 TMC 1.2
Ac1 (Cab Ingreso) 2.18 5.45 11.88 11.88
Ac2 (CAB) 3.63 5.45 19.78 19.78
Ac3 (TB) 23.95 2.63 62.99 62.99 79.20
Ac4 (ENCAU) 1.47 4.15 6.10
Demolicion 0.98 1.04 2.02
Descto. Tubo 1.13 13.66 -15.45 -15.45
264+968.70 TMC 0.9
Ac1 (CAJ) 3.64 2.9 10.56 10.56
Ac2 (CAB) 2.1 4.83 10.14 10.14
Ac3 (TB) 14.07 2.14 30.11 30.11 47.77
Ac4 (ENCAU) 2.92 3.42 9.99
Descto. Tubo 0.28 10.73 -3.03 -3.03
268+701.58 TMC 0.9
Ac1 (CAJ) 5.79 2.9 16.79 16.79
Ac2 (CAB) 4.29 4.83 20.72 20.72
Ac3 (TB) 17.86 2.19 39.11 39.11 76.63
![Page 4: Planilla de Metrados Alcantarillas Exc. Rell.tmc REV. FINAL](https://reader033.vdocuments.pub/reader033/viewer/2022050904/54787156b4af9fb9208b45da/html5/thumbnails/4.jpg)
file:///tt/file_convert/54787156b4af9fb9208b45da/document.xls Excv. alcantarillas REV0 15.07.05
CONCEDENTE : MINISTERIO DE TRANSPORTES Y COMUNICACIONESOBRA : CONCESION PARA LAS OBRAS Y EL MANTENIMIENTO DE LOS TRAMOS
VIALES DEL EJE MULTIMODAL DEL AMAZONAS NORTE TRAMO 3: RIOJA - CORRAL QUEMADO
CONCESIONARIA : CONCESIONARIA IIRSA NORTE S.A.SUPERVISION : CONSORCIO SUPERVISOR NOR ORIENTAL
METRADOS DE ALCANTARILLAS
06.00 OBRAS DE ARTE Y DE DRENAJE06.01 Excavación no clasificada para estructuras
METRADO
PROGRESIVA TIPO ( Ø ) DESCRIPCIÓNVOLUMEN VOLUMEN
ESTR. EXIST. PARCIAL
AREA (Ac)m2
ANCHO (a)m
VOLUMEN (Ac x a) m³ VOL TOTAL
m³268+701.58 TMC 0.9
Ac4 (ENCAU) 2.65 3.42 9.06
Descto. Tubo 0.64 0.00 0.00
![Page 5: Planilla de Metrados Alcantarillas Exc. Rell.tmc REV. FINAL](https://reader033.vdocuments.pub/reader033/viewer/2022050904/54787156b4af9fb9208b45da/html5/thumbnails/5.jpg)
file:///tt/file_convert/54787156b4af9fb9208b45da/document.xls Excv. alcantarillas REV0 15.07.05
CONCEDENTE : MINISTERIO DE TRANSPORTES Y COMUNICACIONESOBRA : CONCESION PARA LAS OBRAS Y EL MANTENIMIENTO DE LOS TRAMOS
VIALES DEL EJE MULTIMODAL DEL AMAZONAS NORTE TRAMO 3: RIOJA - CORRAL QUEMADO
CONCESIONARIA : CONCESIONARIA IIRSA NORTE S.A.SUPERVISION : CONSORCIO SUPERVISOR NOR ORIENTAL
METRADOS DE ALCANTARILLAS
06.00 OBRAS DE ARTE Y DE DRENAJE06.01 Excavación no clasificada para estructuras
METRADO
PROGRESIVA TIPO ( Ø ) DESCRIPCIÓNVOLUMEN VOLUMEN
ESTR. EXIST. PARCIAL
AREA (Ac)m2
ANCHO (a)m
VOLUMEN (Ac x a) m³ VOL TOTAL
m³
268+820.00 TMC 1.2
Ac1 (CAJ) 6.65 3.2 21.28 21.28
Ac2 (CAB) 5.43 5.45 29.59 29.59
Ac3 (TB) 18.84 2.54 47.85 47.85 98.73
Ac4 (ENCAU) 20.34 4.15 84.41
Descto. Tubo 1.13 0.00 0.00
269+038.011 TMC 0.9
Ac1 (CAJ) 7.44 2.9 21.58 21.58
Ac2 (CAB) 4.91 4.83 23.72 23.72
Ac3 (TB) 22.06 2.21 48.75 48.75 94.04
Ac4 (ENCAU) 11.33 3.42 38.75
Descto. Tubo 0.64 0.00 0.00
269+082.44 TMC 0.9
Ac1 (CAJ) 6.83 2.9 19.81 19.81
Ac2 (CAB) 4.6 4.83 22.22 22.22
Ac3 (TB) 15.92 2.17 34.55 34.55 76.57
Ac4 (ENCAU) 4.23 3.42 14.47
Descto. Tubo 0.64 0.00 0.00
269+660 TMC 0.9
Ac1 (CAJ) 9.09 2.9 26.36 26.36
Ac2 (CAB) 3.25 4.83 15.70 15.70
Ac3 (TB) 17.23 2.15 37.04 37.04 79.10
Ac4 (ENCAU) 0.82 3.42 2.80
Descto. Tubo 0.64 0.00 0.00
270+524.00 TMC 1.2
Ac1 (CAJ) 12.36 3.2 39.55 39.55
Ac2 (CAB) 8.56 5.45 46.65 46.65
Ac3 (TB) 23.73 2.56 60.75 60.75 146.95
Ac4 (ENCAU) 85.09 4.15 353.12
Descto. Tubo 1.13 0.00 0.00
271+270.00 TMC 1.2
Ac1 (CAJ) 9.11 3.2 29.15 29.15
Ac2 (CAB) 6.89 5.45 37.55 37.55
Ac3 (TB) 28.67 2.57 73.68 73.68 140.38
Ac4 (ENCAU) 90.81 4.15 376.86
Descto. Tubo 1.13 0.00 0.00
![Page 6: Planilla de Metrados Alcantarillas Exc. Rell.tmc REV. FINAL](https://reader033.vdocuments.pub/reader033/viewer/2022050904/54787156b4af9fb9208b45da/html5/thumbnails/6.jpg)
file:///tt/file_convert/54787156b4af9fb9208b45da/document.xls Excv. alcantarillas REV0 15.07.05
CONCEDENTE : MINISTERIO DE TRANSPORTES Y COMUNICACIONESOBRA : CONCESION PARA LAS OBRAS Y EL MANTENIMIENTO DE LOS TRAMOS
VIALES DEL EJE MULTIMODAL DEL AMAZONAS NORTE TRAMO 3: RIOJA - CORRAL QUEMADO
CONCESIONARIA : CONCESIONARIA IIRSA NORTE S.A.SUPERVISION : CONSORCIO SUPERVISOR NOR ORIENTAL
METRADOS DE ALCANTARILLAS
06.00 OBRAS DE ARTE Y DE DRENAJE06.01 Excavación no clasificada para estructuras
METRADO
PROGRESIVA TIPO ( Ø ) DESCRIPCIÓNVOLUMEN VOLUMEN
ESTR. EXIST. PARCIAL
AREA (Ac)m2
ANCHO (a)m
VOLUMEN (Ac x a) m³ VOL TOTAL
m³
271+430.00 TMC 0.9
Ac1 (Cab Ingreso) 3.01 4.83 14.54 14.54
Ac2 (CAB) 3.67 4.83 17.73 17.73
Ac3 (TB) 16.96 2.19 37.14 37.14 69.41
Ac4 (ENCAU) 22.9 3.42 78.32
Descto. Tubo 0.64 0.00 0.00
272+410.00 TMC 1.2
Ac1 (CAJ) 8.28 3.2 26.50 26.50
Ac2 (CAB) 4.55 5.45 24.80 24.80
Ac3 (TB) 21.87 2.55 55.77 55.77 107.06
Ac4 (ENCAU) 0.75 4.15 3.11
Descto. Tubo 1.13 0.00 0.00
272+766.59 TMC 0.9
Ac1 (CAJ) 8.5 2.9 24.65 24.65
Ac2 (CAB) 4.49 4.83 21.69 21.69
Ac3 (TB) 18.87 2.2 41.51 41.51 87.85
Ac4 (ENCAU) 5.95 3.42 20.35
Descto. Tubo 0.64 0.00 0.00
273+270.00 TMC 0.9
Ac1 (CAJ) 14.68 2.9 42.57 42.57
Ac2 (CAB) 3.86 4.83 18.64 18.64
Ac3 (TB) 17.72 2.16 38.28 38.28 99.49
Ac4 (ENCAU) 4.54 3.42 15.53
Descto. Tubo 0.64 0.00 0.00
273+881.41 TMC 0.9
Ac1 (CAJ) 6.48 2.9 18.79 18.79
Ac2 (CAB) 4.63 4.83 22.36 22.36
Ac3 (TB) 21.11 2.18 46.02 46.02 87.17
Ac4 (ENCAU) 43.22 3.42 147.81
Descto. Tubo 0.64 0.00 0.00
274+526.00 TMC 1.2
Ac1 (CAJ) 8.2 3.2 26.24 26.24
Ac2 (CAB) 5.32 5.45 28.99 28.99
Ac3 (TB) 21.99 2.58 56.73 56.73 111.97
Ac4 (ENCAU) 44.77 4.51 201.91
Descto. Tubo 1.13 0.00 0.00
274+654.18 TMC 1.2
Ac1 (CAJ) 9.6 3.2 30.72 30.72
Ac2 (CAB) 4.47 5.45 24.36 24.36
Ac3 (TB) 17.82 2.5 44.55 44.55 99.63
Ac4 (ENCAU) 2.81 4.51 12.67
Descto. Tubo 1.13 0.00 0.00
275+290.00 TMC 0.9
Ac1 (CAJ) 6.73 2.9 19.52 19.52
Ac2 (CAB) 2.73 4.83 13.19 13.19
Ac3 (TB) 18.93 2.13 40.32 40.32 73.02
Ac4 (ENCAU) 0.38 3.42 1.30
Descto. Tubo 0.64 0.00 0.00
275+429.00 TMC 1.2
Ac1 (CAJ) 6.4 3.2 20.48 20.48
Ac2 (CAB) 5.36 5.45 29.21 29.21
Ac3 (TB) 19.62 2.59 50.82 50.82 100.51
Ac4 (ENCAU) 0.73 4.15 3.03
Descto. Tubo 1.13 0.00 0.00
276+940.00 TMC 1.2
Ac1 (CAB) 2.41 5.45 13.13 13.13
Ac2 (CAB) 2.07 5.45 11.28 11.28
Ac3 (TB) 25.59 3.17 81.12 81.12 105.54
Ac4 (ENCAU) 0.00
Descto. Tubo 1.13 0.00 0.00
277+205.00 TMC 0.9
Ac1 (CAJ) 0.00 0.00
Ac2 (CAB) 5.95 2.9 17.26 17.26
Ac3 (TB) 14.91 2.21 32.95 32.95 50.21
Ac4 (ENCAU) 0.00
Descto. Tubo 0.64 0.00 0.00
277+554.24 TMC 0.9
Ac1 (CAJ) 10.5 2.9 30.45 30.45
Ac2 (CAB) 4.11 4.83 19.85 19.85
Ac3 (TB) 16.03 2.17 34.79 34.79 85.09
Ac4 (ENCAU) 16.71 3.42 57.15
Descto. Tubo 0.64 0.00 0.00
277+841.67 TMC 0.9
Ac1 (CAJ) 8.23 2.9 23.87 23.87
Ac2 (CAB) 4.12 4.83 19.90 19.90
Ac3 (TB) 15.89 2.17 34.48 34.48 78.25
Ac4 (ENCAU) 3.15 3.42 10.77
Descto. Tubo 0.64 0.00 0.00
278+239.21 TMC 0.9
Ac1 (CAJ) 5.53 2.9 16.04 16.04
Ac2 (CAB) 4.17 4.83 20.14 20.14
Ac3 (TB) 15.36 2.19 33.64 33.64 69.82
Ac4 (ENCAU) 4.53 3.42 15.49
Descto. Tubo 0.64 0.00 0.00
278+499.13 TMC 0.9
Ac1 (CAJ) 7.88 2.9 22.85 22.85
Ac2 (CAB) 3.94 4.83 19.03 19.03
Ac3 (TB) 18.14 2.18 39.55 39.55 81.43
Ac4 (ENCAU) 12.53 3.42 42.85
Descto. Tubo 0.64 0.00 0.00
279+138.95 TMC 0.9
Ac1 (CAJ) 6.12 2.9 17.75 17.75
Ac2 (CAB) 3.94 4.83 19.03 19.03
Ac3 (TB) 16.16 2.18 35.23 35.23 72.01
Ac4 (ENCAU) 7.2 3.42 24.62
Descto. Tubo 0.64 0.00 0.00
279+855.43 TMC 1.5
Ac1 (CAB Ing) 2.59 6.26 16.21 16.21
Ac2 (CAB) 0.00 0.00
Ac3 (TB) 23.13 2.86 66.15 66.15 79.23
Ac4 (ENCAU) 0.07 5.11 0.36
Descto. Tubo 0.28 11.1 -3.14 -3.14
![Page 7: Planilla de Metrados Alcantarillas Exc. Rell.tmc REV. FINAL](https://reader033.vdocuments.pub/reader033/viewer/2022050904/54787156b4af9fb9208b45da/html5/thumbnails/7.jpg)
file:///tt/file_convert/54787156b4af9fb9208b45da/document.xls Excv. alcantarillas REV0 15.07.05
CONCEDENTE : MINISTERIO DE TRANSPORTES Y COMUNICACIONESOBRA : CONCESION PARA LAS OBRAS Y EL MANTENIMIENTO DE LOS TRAMOS
VIALES DEL EJE MULTIMODAL DEL AMAZONAS NORTE TRAMO 3: RIOJA - CORRAL QUEMADO
CONCESIONARIA : CONCESIONARIA IIRSA NORTE S.A.SUPERVISION : CONSORCIO SUPERVISOR NOR ORIENTAL
METRADOS DE ALCANTARILLAS
06.00 OBRAS DE ARTE Y DE DRENAJE06.01 Excavación no clasificada para estructuras
METRADO
PROGRESIVA TIPO ( Ø ) DESCRIPCIÓNVOLUMEN VOLUMEN
ESTR. EXIST. PARCIAL
AREA (Ac)m2
ANCHO (a)m
VOLUMEN (Ac x a) m³ VOL TOTAL
m³
280+024.26 TMC 1.2
Ac1 (CAJ) 6.56 3.2 20.99 20.99
Ac2 (CAB) 5.3 5.45 28.89 28.89
Ac3 (TB) 19.23 2.53 48.65 48.65 98.53
Ac4 (ENCAU) 1.73 4.15 7.18
Descto. Tubo 1.13 0.00 0.00
280+712.64 TMC 0.9
Ac1 (CAJ) 5.83 2.9 16.91 16.91
Ac2 (CAB) 3.92 4.83 18.93 18.93
Ac3 (TB) 15.31 2.2 33.68 33.68 69.52
Ac4 (ENCAU) 8.2 3.42 28.04
Descto. Tubo 0.64 0.00 0.00
281+200.75 TMC 0.9
Ac1 (CAJ) 7.57 2.9 21.95 21.95
Ac2 (CAB) 3.96 4.83 19.13 19.13
Ac3 (TB) 15.93 2.16 34.41 34.41 75.49
Ac4 (ENCAU) 14.04 3.42 48.02
Descto. Tubo 0.64 0.00 0.00
281+960.00 TMC 0.9
Ac1 (CAJ) 7.13 2.9 20.68 20.68
Ac2 (CAB) 3.75 4.83 18.11 18.11
Ac3 (TB) 14.57 2.15 31.33 31.33 70.12
Ac4 (ENCAU) 6.17 3.42 21.10
Descto. Tubo 0.64 0.00 0.00
282+560.51 TMC 1.2
Ac1 (CAJ) 1.22 3.9 4.76 4.76
Ac2 (CAB) 1.7 5.45 9.27 9.27
Ac3 (TB) 24.15 2.58 62.31 62.31 73.11
Ac4 (ENCAU) 0.61 4.15 2.53
Descto. Tubo 0.28 11.39 -3.22 -3.22
283+088.20 TMC 0.9
Ac1 (CAJ) 7.35 2.9 21.31 21.31
Ac2 (CAB) 5.27 4.83 25.45 25.45
Ac3 (TB) 22.34 2.21 49.37 49.37 96.14
Ac4 (ENCAU) 2.68 3.42 9.17
Descto. Tubo 0.28 0.00 0.00
283+332.00 TMC 0.9
Ac1 (CAJ) 3.46 2.9 10.03 10.03
Ac2 (CAB) 0.64 4.83 3.09 3.09
Ac3 (TB) 19.05 2.19 41.72 41.72 54.06
Ac4 (ENCAU) 0.07 3.42 0.24
Descto. Tubo 0.07 11.11 -0.79 -0.79
TMC 1.2
Ac1 (CAB) 0.00 0.00
Ac2 (CAB) 0.00 0.00
Ac3 (TB) 0.00 0.00 0.00
Ac4 (ENCAU) 0.00 0.00
Descto. Tubo 1.13 0.00 0.00
TOTAL 5,360.80
![Page 8: Planilla de Metrados Alcantarillas Exc. Rell.tmc REV. FINAL](https://reader033.vdocuments.pub/reader033/viewer/2022050904/54787156b4af9fb9208b45da/html5/thumbnails/8.jpg)
CONCEDENTE : MINISTERIO DE TRANSPORTES Y COMUNICACIONESOBRA : CONCESION PARA LAS OBRAS Y EL MANTENIMIENTO DE LOS TRAMOS
VIALES DEL EJE MULTIMODAL DEL AMAZONAS NORTE TRAMO 3: RIOJA - CORRAL QUEMADO
CONCESIONARIA : CONCESIONARIA IIRSA NORTE S.A.SUPERVISION : CONSORCIO SUPERVISOR NOR ORIENTAL
OBRAS DE ARTE Y DE DRENAJE
06.04 Relleno para estructuras con material propio
METRADO
PROGRES. TIPO ( Ø ) DESCRIPCIÓNNº VOLUMEN VOLUMEN
VECES ESTR. EXIST.
249+460.00 TMC 1.2
Ar (Caj) 1.41 3.20 1.00 4.51
Ar2 (Caj) 4.82 0.45 2.00 4.34
Ar3 (Caj) 1.00 0.00
Ar4 (Tub) 24.20 3.25 1.00 78.65
Ar5 (Cab) 2.58 1.00 0.00
Ar6 (Cab) 3.25 1.15 2.00 7.48
Ar7 (Cab) 0.36 6.41 1.00 2.31
0.34 11.48 1.00 -3.90
Dscto. por TMC 1.13 12.20 1.00 -13.80
249+688.15 TMC 1.5
Ar (Caj) 1.00 0.00
Ar2 (Caj) 2.00 0.00
Ar3 (Caj) 1.00 0.00
Ar4 (Tub) 31.10 3.78 1.00 117.56
Ar5 (Cab) 1.00 0.00
Ar6 (Cab) 4.05 0.95 2.00 7.69
Ar7 (Cab) 0.36 7.37 1.00 2.65
0.39 12.88 1.00 -5.02
Dscto. por TMC 1.77 13.82 1.00 -24.42
250+340.00 TMC 1.2
Ar (Caj) 1.91 3.20 1.00 6.11
Ar2 (Caj) 4.66 0.45 2.00 4.19
Ar3 (Caj) 1.00 0.00
Ar4 (Tub) 28.46 3.32 1.00 94.49
Ar5 (Cab) 3.25 1.93 1.00 6.27
Ar6 (Cab) 0.36 6.41 2.00 4.62
Ar7 (Cab) 1.00 0.00
0.34 12.29 1.00 -4.18
Dscto. por TMC 1.13 12.26 1.00 -13.87
251+212.00 TMC 1.2
Ar (Cab) 1.00 0.00
Ar2 (Cab) 3.25 0.95 2.00 6.18
Ar3 (Cab) 0.36 5.47 1.00 1.97
Ar4 (Tub) 26.22 3.29 1.00 86.26
Ar5 (Cab) 1.00 0.00
Ar6 (Cab) 3.25 0.95 2.00 6.18
Ar7 (Cab) 0.36 5.47 1.00 1.97
0.34 11.70 1.00 -3.98
Dscto. por TMC 1.13 11.70 1.00 -13.23
251+300.00 TMC 1.5
Ar (Caj) 1.00 0.00
Ar2 (Caj) 5.47 0.45 2.00 4.92
Ar3 (Caj) 6.75 3.50 1.00 23.63
Ar4 (Tub) 25.77 3.73 1.00 96.12
AREA (Ar) m2
ANCHO (a)m
m3
Dscto. por Grava Arenosa
Dscto. por Grava Arenosa
Dscto. por Grava Arenosa
Dscto. por Grava Arenosa
![Page 9: Planilla de Metrados Alcantarillas Exc. Rell.tmc REV. FINAL](https://reader033.vdocuments.pub/reader033/viewer/2022050904/54787156b4af9fb9208b45da/html5/thumbnails/9.jpg)
251+300.00 TMC 1.5 Ar5 (Cab) 1.00 0.00
Ar6 (Cab) 4.05 0.95 2.00 7.69
Ar7 (Cab) 0.36 6.43 1.00 2.31
0.39 10.66 1.00 -4.16
Dscto. por TMC 1.77 10.67 1.00 -18.86
251+460.00 TMC 1.2
Ar (Caj) 1.00 0.00
Ar2 (Caj) 4.82 0.45 2.00 4.34
Ar3 (Caj) 0.69 3.20 1.00 2.21
Ar4 (Tub) 27.61 3.32 1.00 91.67
Ar5 (Cab) 1.00 0.00
Ar6 (Cab) 3.25 0.95 2.00 6.18
Ar7 (Cab) 0.36 5.47 1.00 1.97
0.34 12.29 1.00 -4.18
Dscto. por TMC 1.13 12.30 1.00 -13.91
251+790.00 TMC 1.2
Ar (Caj) 1.00 0.00
Ar2 (Caj) 4.82 0.45 2.00 4.34
Ar3 (Caj) 0.96 3.20 1.00 3.07
Ar4 (Tub) 23.96 3.28 1.00 78.59
Ar5 (Cab) 1.00 0.00
Ar6 (Cab) 3.25 1.15 2.00 7.48
Ar7 (Cab) 0.36 5.47 1.00 1.97
0.34 11.48 1.00 -3.90
Dscto. por TMC 1.13 11.45 1.00 -12.95
252+020.00 TMC 1.2
Ar (Caj) 1.00 0.00
Ar2 (Caj) 4.82 0.45 2.00 4.34
Ar3 (Caj) 0.96 3.20 1.00 3.07
Ar4 (Tub) 22.89 3.28 1.00 75.08
Ar5 (Cab) 1.00 0.00
Ar6 (Cab) 3.25 0.95 2.00 6.18
Ar7 (Cab) 0.36 5.47 1.00 1.97
0.34 10.68 1.00 -3.63
Dscto. por TMC 1.13 10.68 1.00 -12.08
252+150.00 TMC 0.9
Ar (Caj) 1.00 0.00
Ar2 (Caj) 4.15 0.45 2.00 3.74
Ar3 (Caj) 0.69 2.90 1.00 2.00
Ar4 (Tub) 17.84 2.76 1.00 49.24
Ar5 (Cab) 1.00 0.00
Ar6 (Cab) 2.78 0.70 2.00 3.89
Ar7 (Cab) 0.36 3.42 1.00 1.23
0.30 10.68 1.00 -3.20
Dscto. por TMC 0.64 10.67 1.00 -6.79
253+440.00 TMC 0.9
Ar (Caj) 1.00 0.00
Ar2 (Caj) 4.17 0.45 2.00 3.75
Ar3 (Caj) 0.69 2.90 1.00 2.00
Ar4 (Tub) 26.54 2.29 1.00 60.78
Ar5 (Cab) 1.00 0.00
Ar6 (Cab) 2.76 0.95 2.00 5.24
Ar7 (Cab) 0.11 3.42 1.00 0.38
0.30 13.10 1.00 -3.93
Dscto. por TMC 0.64 13.11 1.00 -8.34
253+815.16 TMC 1.2
Ar (Caj) 1.00 0.00
Ar2 (Caj) 4.82 0.45 2.00 4.34
Ar3 (Caj) 1.31 3.20 1.00 4.19
Ar4 (Tub) 26.45 3.39 1.00 89.67
Ar5 (Cab) 1.00 0.00
Dscto. por Grava Arenosa
Dscto. por Grava Arenosa
Dscto. por Grava Arenosa
Dscto. por Grava Arenosa
Dscto. por Grava Arenosa
Dscto. por Grava Arenosa
![Page 10: Planilla de Metrados Alcantarillas Exc. Rell.tmc REV. FINAL](https://reader033.vdocuments.pub/reader033/viewer/2022050904/54787156b4af9fb9208b45da/html5/thumbnails/10.jpg)
253+815.16 TMC 1.2
Ar6 (Cab) 3.25 0.95 2.00 6.18
Ar7 (Cab) 0.14 5.47 1.00 0.77
0.34 11.47 1.00 -3.90
Dscto. por TMC 1.13 11.49 1.00 -12.99
254+840.00 TMC 1.2
Ar (Caj) 1.00 0.00
Ar2 (Caj) 4.82 0.45 2.00 4.34
Ar3 (Caj) 1.31 3.20 1.00 4.19
Ar4 (Tub) 18.14 2.51 1.00 45.53
Ar5 (Cab) 1.00 0.00
Ar6 (Cab) 2.30 0.95 2.00 4.37
Ar7 (Cab) 0.16 5.47 1.00 0.88
0.34 9.86 1.00 -3.35
Dscto. por TMC 1.13 9.87 1.00 -11.16
255+310.00 TMC 1.2
Ar (Caj) 1.00 0.00
Ar2 (Caj) 4.82 0.45 2.00 4.34
Ar3 (Caj) 0.96 3.20 1.00 3.07
Ar4 (Tub) 23.00 2.54 1.00 58.42
Ar5 (Cab) 1.00 0.00
Ar6 (Cab) 3.25 0.95 2.00 6.18
Ar7 (Cab) 0.14 5.47 1.00 0.77
0.34 11.48 1.00 -3.90
Dscto. por TMC 1.13 11.49 1.00 -12.99
255+476.82 TMC 1.2
Ar (Caj) 1.00 0.00
Ar2 (Caj) 4.82 0.45 2.00 4.34
Ar3 (Caj) 0.96 3.20 1.00 3.07
Ar4 (Tub) 23.07 2.54 1.00 58.60
Ar5 (Cab) 1.00 0.00
Ar6 (Cab) 3.25 0.95 2.00 6.18
Ar7 (Cab) 0.14 5.47 1.00 0.77
0.34 11.48 1.00 -3.90
Dscto. por TMC 1.13 11.49 1.00 -12.99
256+022.86 TMC 1.2
Ar (Caj) 1.00 0.00
Ar2 (Caj) 5.98 0.45 2.00 5.38
Ar3 (Caj) 1.75 3.20 1.00 5.60
Ar4 (Tub) 20.91 2.56 1.00 53.53
Ar5 (Cab) 1.00 0.00
Ar6 (Cab) 3.25 0.95 2.00 6.18
Ar7 (Cab) 0.14 5.47 1.00 0.77
0.34 9.86 1.00 -3.35
Dscto. por TMC 1.13 9.86 1.00 -11.15
256+430.803 TMC 0.9
Ar (Cab Ingreso) 1.00 0.00
Ar2 (Cab Ingreso) 2.78 0.95 2.00 5.28
Ar3 (Cab Ingreso) 0.14 4.74 1.00 0.66
Ar4 (Tub) 17.84 2.18 1.00 38.89
Ar5 (Cab) 1.00 0.00
Ar6 (Cab) 2.78 0.95 2.00 5.28
Ar7 (Cab) 0.14 4.74 1.00 0.66
0.30 10.89 1.00 -3.27
Dscto. por TMC 0.64 10.89 1.00 -6.93
256+961.15 TMC 1.2
Ar (Caj) 1.00 0.00
Ar2 (Caj) 2.00 0.00
Ar3 (Caj) 1.00 0.00
Ar4 (Tub) 19.90 3.27 1.00 65.07
Ar5 (Cab) 1.00 0.00
Ar6 (Cab) 3.28 0.95 2.00 6.23
Dscto. por Grava Arenosa
Dscto. por Grava Arenosa
Dscto. por Grava Arenosa
Dscto. por Grava Arenosa
Dscto. por Grava Arenosa
Dscto. por Grava Arenosa
![Page 11: Planilla de Metrados Alcantarillas Exc. Rell.tmc REV. FINAL](https://reader033.vdocuments.pub/reader033/viewer/2022050904/54787156b4af9fb9208b45da/html5/thumbnails/11.jpg)
256+961.15 TMC 1.2
Ar7 (Cab) 0.14 5.47 1.00 0.77
0.34 9.83 1.00 -3.34
Dscto. por TMC 1.13 9.84 1.00 -11.13
257+338.22 TMC 1.2
Ar (Caj) 1.00 0.00
Ar2 (Caj) 4.50 0.45 2.00 4.05
Ar3 (Caj) 0.96 3.20 1.00 3.07
Ar4 (Tub) 20.56 2.53 1.00 52.02
Ar5 (Cab) 1.00 0.00
Ar6 (Cab) 3.25 0.95 2.00 6.18
Ar7 (Cab) 0.14 5.47 1.00 0.77
0.34 10.67 1.00 -3.63
Dscto. por TMC 1.13 10.68 1.00 -12.08
257+745.50 TMC 1.2
Ar (Caj) 1.00 0.00
Ar2 (Caj) 4.50 0.45 2.00 4.05
Ar3 (Caj) 0.96 3.20 1.00 3.07
Ar4 (Tub) 20.94 2.54 1.00 53.19
Ar5 (Cab) 1.00 0.00
Ar6 (Cab) 3.25 0.95 2.00 6.18
Ar7 (Cab) 0.14 5.47 1.00 0.77
0.34 10.67 1.00 -3.63
Dscto. por TMC 1.13 10.68 1.00 -12.08
259+112.84 TMC 0.9
Ar (Caj) 1.00 0.00
Ar2 (Caj) 3.86 0.45 2.00 3.47
Ar3 (Caj) 0.99 2.90 1.00 2.87
Ar4 (Tub) 16.76 2.18 1.00 36.54
Ar5 (Cab) 1.00 0.00
Ar6 (Cab) 1.65 0.95 2.00 3.14
Ar7 (Cab) 0.13 4.74 1.00 0.62
0.30 11.48 1.00 -3.44
Dscto. por TMC 0.64 11.49 1.00 -7.31
259+850 TMC 1.2
Ar (Caj) 1.00 0.00
Ar2 (Cab Ingreso) 3.25 0.95 2.00 6.18
Ar3 (Cab Ingreso) 0.14 5.47 1.00 0.77
Ar4 (Tub) 21.44 2.54 1.00 54.46
Ar5 (Cab) 1.00 0.00
Ar6 (Cab) 3.25 0.95 2.00 6.18
Ar7 (Cab) 0.14 5.47 1.00 0.77
0.34 10.89 1.00 -3.70
Dscto. por TMC 1.13 10.89 1.00 -12.32
260+265 TMC 0.9
Ar (Caj) 1.00 0.00
Ar2 (Caj) 5.37 0.45 2.00 4.83
Ar3 (Caj) 1.39 2.90 1.00 4.03
Ar4 (Tub) 14.81 2.18 1.00 32.29
Ar5 (Cab) 1.00 0.00
Ar6 (Cab) 1.65 0.95 2.00 3.14
Ar7 (Cab) 0.13 4.74 1.00 0.62
0.30 9.05 1.00 -2.72
Dscto. por TMC 0.64 9.06 1.00 -5.76
260+585 TMC 0.9
Ar (Caj) 1.00 0.00
Ar2 (Caj) 5.70 0.45 2.00 5.13
Ar3 (Caj) 1.57 2.90 1.00 4.55
Ar4 (Tub) 15.38 2.19 1.00 33.68
Ar5 (Cab) 1.00 0.00
Ar6 (Cab) 1.65 0.95 2.00 3.14
Ar7 (Cab) 0.14 4.74 1.00 0.66
Dscto. por Grava Arenosa
Dscto. por Grava Arenosa
Dscto. por Grava Arenosa
Dscto. por Grava Arenosa
Dscto. por Grava Arenosa
Dscto. por Grava Arenosa
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260+585 TMC 0.9
0.30 9.05 1.00 -2.72
Dscto. por TMC 0.64 9.06 1.00 -5.76
261+927.08 TMC 0.9
Ar (Caj) 1.00 0.00
Ar2 (Caj) 3.86 0.45 2.00 3.47
Ar3 (Caj) 0.69 2.90 1.00 2.00
Ar4 (Tub) 17.89 2.19 1.00 39.18
Ar5 (Cab) 1.00 0.00
Ar6 (Cab) 2.78 0.95 2.00 5.28
Ar7 (Cab) 0.14 4.74 1.00 0.66
0.30 10.67 1.00 -3.20
Dscto. por TMC 0.64 10.68 1.00 -6.79
262+520 TMC 1.2
Ar (Caj) 1.00 0.00
Ar2 (Caj) 5.92 0.45 2.00 5.33
Ar3 (Caj) 1.71 3.20 1.00 5.47
Ar4 (Tub) 17.30 2.53 1.00 43.77
Ar5 (Cab) 1.00 0.00
Ar6 (Cab) 3.25 0.95 2.00 6.18
Ar7 (Cab) 0.14 5.47 1.00 0.77
0.34 9.05 1.00 -3.08
Dscto. por TMC 1.13 9.06 1.00 -10.25
263+360 TMC 0.9
Ar (Caj) 1.00 0.00
Ar2 (Caj) 3.86 0.45 2.00 3.47
Ar3 (Caj) 0.69 2.90 1.00 2.00
Ar4 (Tub) 17.89 2.19 1.00 39.18
Ar5 (Cab) 1.00 0.00
Ar6 (Cab) 2.78 0.95 2.00 5.28
Ar7 (Cab) 0.14 4.74 1.00 0.66
0.30 10.67 1.00 -3.20
Dscto. por TMC 0.64 10.68 1.00 -6.79
263+720 TMC 1.2
Ar (Caj) 1.00 0.00
Ar2 (Caj) 4.50 0.45 2.00 4.05
Ar3 (Caj) 0.57 3.20 1.00 1.82
Ar4 (Tub) 19.69 2.54 1.00 50.01
Ar5 (Cab) 1.00 0.00
Ar6 (Cab) 3.25 0.95 2.00 6.18
Ar7 (Cab) 0.14 5.47 1.00 0.77
0.34 9.86 1.00 -3.35
Dscto. por TMC 1.13 9.87 1.00 -11.16
264+030 TMC 0.9
Ar (Caj) 1.00 0.00
Ar2 (Caj) 3.86 0.45 2.00 3.47
Ar3 (Caj) 0.69 2.90 1.00 2.00
Ar4 (Tub) 15.11 2.16 1.00 32.64
Ar5 (Cab) 1.00 0.00
Ar6 (Cab) 1.65 0.95 2.00 3.14
Ar7 (Cab) 0.14 4.74 1.00 0.66
0.30 9.86 1.00 -2.96
Dscto. por TMC 0.64 9.87 1.00 -6.28
264+431.58 TMC 1.2
Ar (Caj) 1.00 0.00
Ar2 (Caj) 4.50 0.45 2.00 4.05
Ar3 (Caj) 1.31 3.20 1.00 4.19
Ar4 (Tub) 18.60 2.52 1.00 46.87
Ar5 (Cab) 1.00 0.00
Ar6 (Cab) 2.23 0.95 2.00 4.24
Ar7 (Cab) 0.13 5.47 1.00 0.71
Dscto. por Grava Arenosa
Dscto. por Grava Arenosa
Dscto. por Grava Arenosa
Dscto. por Grava Arenosa
Dscto. por Grava Arenosa
Dscto. por Grava Arenosa
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264+431.58 TMC 1.2
0.34 9.86 1.00 -3.35
Dscto. por TMC 1.13 9.87 1.00 -11.16
264+822.48 TMC 1.2
Ar (Caj) 1.00 0.00
Ar2 (Cab Ingreso) 2.30 0.95 2.00 4.37
Ar3 (Cab Ingreso) 0.16 5.47 1.00 0.88
Ar4 (Tub) 26.08 2.63 1.00 68.59
Ar5 (Cab) 1.00 0.00
Ar6 (Cab) 2.30 0.95 2.00 4.37
Ar7 (Cab) 0.16 5.47 1.00 0.88
0.34 12.51 1.00 -4.25
Dscto. por TMC 1.13 12.51 1.00 -14.15
264+968.70 TMC 0.9
Ar (Caj) 1.00 0.00
Ar2 (Caj) 3.86 0.45 2.00 3.47
Ar3 (Caj) 0.99 2.90 1.00 2.87
Ar4 (Tub) 14.03 2.14 1.00 30.02
Ar5 (Cab) 1.00 0.00
Ar6 (Cab) 1.65 0.95 2.00 3.14
Ar7 (Cab) 0.14 4.74 1.00 0.66
0.30 9.86 1.00 -2.96
Dscto. por TMC 0.64 9.87 1.00 -6.28
268+701.58 TMC 0.9
Ar (Caj) 1.00 0.00
Ar2 (Caj) 4.93 0.45 2.00 4.44
Ar3 (Caj) 0.63 2.90 1.00 1.83
Ar4 (Tub) 17.00 2.19 1.00 37.23
Ar5 (Cab) 1.00 0.00
Ar6 (Cab) 1.65 0.95 2.00 3.14
Ar7 (Cab) 0.14 4.74 1.00 0.66
0.30 9.85 1.00 -2.95
Dscto. por TMC 0.64 9.87 1.00 -6.28
268+820.00 TMC 1.2
Ar (Caj) 1.00 0.00
Ar2 (Caj) 5.15 0.45 2.00 4.64
Ar3 (Caj) 0.38 3.20 1.00 1.22
Ar4 (Tub) 17.93 2.54 1.00 45.54
Ar5 (Cab) 1.00 0.00
Ar6 (Cab) 2.23 0.95 2.00 4.24
Ar7 (Cab) 0.14 5.48 1.00 0.77
0.34 9.05 1.00 -3.08
Dscto. por TMC 1.13 9.06 1.00 -10.25
269+038.011 TMC 0.9
Ar (Caj) 1.00 0.00
Ar2 (Caj) 3.86 0.45 2.00 3.47
Ar3 (Caj) 0.72 2.90 1.00 2.09
Ar4 (Tub) 20.24 2.21 1.00 44.73
Ar5 (Cab) 1.00 0.00
Ar6 (Cab) 1.65 0.95 2.00 3.14
Ar7 (Cab) 0.14 4.74 1.00 0.66
0.30 11.48 1.00 -3.44
Dscto. por TMC 0.64 11.49 1.00 -7.31
269+082.44 TMC 0.9
Ar (Caj) 1.00 0.00
Ar2 (Caj) 3.86 0.45 2.00 3.47
Ar3 (Caj) 0.43 2.90 1.00 1.25
Ar4 (Tub) 15.55 2.17 1.00 33.74
Ar5 (Cab) 1.00 0.00
Ar6 (Cab) 1.65 0.95 2.00 3.14
Ar7 (Cab) 0.14 4.74 1.00 0.66
Dscto. por Grava Arenosa
Dscto. por Grava Arenosa
Dscto. por Grava Arenosa
Dscto. por Grava Arenosa
Dscto. por Grava Arenosa
Dscto. por Grava Arenosa
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269+082.44 TMC 0.9
0.30 9.86 1.00 -2.96
Dscto. por TMC 0.64 9.87 1.00 -6.28
269+660 TMC 0.9
Ar (Caj) 1.00 0.00
Ar2 (Caj) 3.86 0.45 2.00 3.47
Ar3 (Caj) 0.72 2.90 1.00 2.09
Ar4 (Tub) 16.96 2.15 1.00 36.46
Ar5 (Cab) 1.00 0.00
Ar6 (Cab) 1.65 0.95 2.00 3.14
Ar7 (Cab) 0.14 4.74 1.00 0.66
0.30 9.86 1.00 -2.96
Dscto. por TMC 0.64 9.87 1.00 -6.28
270+524.00 TMC 1.2
Ar (Caj) 1.00 0.00
Ar2 (Caj) 4.50 0.45 2.00 4.05
Ar3 (Caj) 1.31 3.20 1.00 4.19
Ar4 (Tub) 22.39 2.56 1.00 57.32
Ar5 (Cab) 1.00 0.00
Ar6 (Cab) 2.23 0.95 2.00 4.24
Ar7 (Cab) 0.14 5.47 1.00 0.77
0.34 10.67 1.00 -3.63
Dscto. por TMC 1.13 10.68 1.00 -12.08
271+270.00 TMC 1.2
Ar (Caj) 1.00 0.00
Ar2 (Caj) 4.50 0.45 2.00 4.05
Ar3 (Caj) 1.31 3.20 1.00 4.19
Ar4 (Tub) 26.49 2.57 1.00 68.08
Ar5 (Cab) 1.00 0.00
Ar6 (Cab) 2.23 0.95 2.00 4.24
Ar7 (Cab) 0.14 5.47 1.00 0.77
0.34 11.48 1.00 -3.90
Dscto. por TMC 1.13 11.49 1.00 -12.99
271+430.00 TMC 0.9
Ar (Caj) 1.00 0.00
Ar2 (Caj) 1.65 0.95 2.00 3.14
Ar3 (Caj) 0.14 4.74 1.00 0.66
Ar4 (Tub) 16.68 2.19 1.00 36.53
Ar5 (Cab) 1.00 0.00
Ar6 (Cab) 1.65 0.95 2.00 3.14
Ar7 (Cab) 0.14 4.74 1.00 0.66
0.30 10.08 1.00 -3.02
Dscto. por TMC 0.64 10.08 1.00 -6.41
272+410.00 TMC 1.2
Ar (Caj) 1.00 0.00
Ar2 (Caj) 4.50 0.45 2.00 4.05
Ar3 (Caj) 1.31 3.20 1.00 4.19
Ar4 (Tub) 21.08 2.55 1.00 53.75
Ar5 (Cab) 1.00 0.00
Ar6 (Cab) 2.23 0.95 2.00 4.24
Ar7 (Cab) 0.14 5.47 1.00 0.77
0.34 10.67 1.00 -3.63
Dscto. por TMC 1.13 10.68 1.00 -12.08
272+766.59 TMC 0.9
Ar (Caj) 1.00 0.00
Ar2 (Caj) 3.86 0.45 2.00 3.47
Ar3 (Caj) 0.99 2.90 1.00 2.87
Ar4 (Tub) 17.89 2.20 1.00 39.36
Ar5 (Cab) 1.00 0.00
Ar6 (Cab) 1.67 0.95 2.00 3.17
Ar7 (Cab) 0.14 4.74 1.00 0.66
Dscto. por Grava Arenosa
Dscto. por Grava Arenosa
Dscto. por Grava Arenosa
Dscto. por Grava Arenosa
Dscto. por Grava Arenosa
Dscto. por Grava Arenosa
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272+766.59 TMC 0.9
0.30 10.67 1.00 -3.20
Dscto. por TMC 0.64 10.68 1.00 -6.79
273+270.00 TMC 0.9
Ar (Caj) 1.00 0.00
Ar2 (Caj) 3.86 0.45 2.00 3.47
Ar3 (Caj) 0.99 2.90 1.00 2.87
Ar4 (Tub) 16.99 2.17 1.00 36.87
Ar5 (Cab) 1.00 0.00
Ar6 (Cab) 1.65 0.95 2.00 3.14
Ar7 (Cab) 0.14 4.74 1.00 0.66
0.30 10.67 1.00 -3.20
Dscto. por TMC 0.64 10.68 1.00 -6.79
273+881.41 TMC 0.9
Ar (Caj) 1.00 0.00
Ar2 (Caj) 3.86 0.45 2.00 3.47
Ar3 (Caj) 0.69 2.90 1.00 2.00
Ar4 (Tub) 19.97 2.18 1.00 43.53
Ar5 (Cab) 1.00 0.00
Ar6 (Cab) 1.65 0.95 2.00 3.14
Ar7 (Cab) 0.14 4.74 1.00 0.66
0.30 10.67 1.00 -3.20
Dscto. por TMC 0.64 10.68 1.00 -6.79
274+526.00 TMC 1.2
Ar (Caj) 1.00 0.00
Ar2 (Caj) 4.50 0.45 2.00 4.05
Ar3 (Caj) 1.31 3.20 1.00 4.19
Ar4 (Tub) 21.29 2.58 1.00 54.93
Ar5 (Cab) 1.00 0.00
Ar6 (Cab) 2.23 0.95 2.00 4.24
Ar7 (Cab) 0.14 5.48 1.00 0.77
0.34 10.67 1.00 -3.63
Dscto. por TMC 1.13 10.68 1.00 -12.08
274+654.18 TMC 1.2
Ar (Caj) 1.00 0.00
Ar2 (Caj) 4.50 0.45 2.00 4.05
Ar3 (Caj) 1.32 3.20 1.00 4.22
Ar4 (Tub) 17.65 2.50 1.00 44.13
Ar5 (Cab) 1.00 0.00
Ar6 (Cab) 2.23 0.95 2.00 4.24
Ar7 (Cab) 0.14 5.48 1.00 0.77
0.34 9.85 1.00 -3.35
Dscto. por TMC 1.13 9.87 1.00 -11.16
275+290.00 TMC 0.9
Ar (Caj) 1.00 0.00
Ar2 (Caj) 3.86 0.45 2.00 3.47
Ar3 (Caj) 0.99 2.90 1.00 2.87
Ar4 (Tub) 17.92 2.13 1.00 38.17
Ar5 (Cab) 1.00 0.00
Ar6 (Cab) 1.65 0.95 2.00 3.14
Ar7 (Cab) 0.14 4.74 1.00 0.66
0.30 10.67 1.00 -3.20
Dscto. por TMC 0.64 10.68 1.00 -6.79
275+429.00 TMC 1.2
Ar (Caj) 1.00 0.00
Ar2 (Caj) 4.50 0.45 2.00 4.05
Ar3 (Caj) 0.21 3.20 1.00 0.67
Ar4 (Tub) 19.39 2.59 1.00 50.22
Ar5 (Cab) 1.00 0.00
Ar6 (Cab) 2.54 0.95 2.00 4.83
Ar7 (Cab) 0.14 5.47 1.00 0.77
Dscto. por Grava Arenosa
Dscto. por Grava Arenosa
Dscto. por Grava Arenosa
Dscto. por Grava Arenosa
Dscto. por Grava Arenosa
Dscto. por Grava Arenosa
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275+429.00 TMC 1.2
0.34 9.86 1.00 -3.35
Dscto. por TMC 1.13 9.87 1.00 -11.16
276+940.00 TMC 1.2
Ar (Cab) 1.00 0.00
Ar2 (Cab) 3.43 0.95 2.00 6.52
Ar3 (Cab) 1.00 0.00
Ar4 (Tub) 25.59 3.17 1.00 81.12
Ar5 (Cab) 1.00 0.00
Ar6 (Cab) 3.43 0.95 2.00 6.52
Ar7 (Cab) 1.00 0.00
0.34 12.42 1.00 -4.22
Dscto. por TMC 1.13 13.06 1.00 -14.77
277+205.00 TMC 0.9
Ar (Caj) 1.00 0.00
Ar2 (Caj) 3.86 0.45 2.00 3.47
Ar3 (Caj) 0.72 2.90 1.00 2.09
Ar4 (Tub) 14.91 2.21 1.00 32.95
Ar5 (Cab) 1.00 0.00
Ar6 (Cab) 1.65 0.95 2.00 3.14
Ar7 (Cab) 1.00 0.00
0.30 10.68 1.00 -3.20
Dscto. por TMC 0.64 10.68 1.00 -6.79
277+554.24 TMC 0.9
Ar (Caj) 1.00 0.00
Ar2 (Caj) 3.86 0.45 2.00 3.47
Ar3 (Caj) 0.99 2.90 1.00 2.87
Ar4 (Tub) 15.47 2.17 1.00 33.57
Ar5 (Cab) 1.00 0.00
Ar6 (Cab) 1.65 0.95 2.00 3.14
Ar7 (Cab) 0.14 4.74 1.00 0.66
0.30 9.86 1.00 -2.96
Dscto. por TMC 0.64 9.87 1.00 -6.28
277+841.67 TMC 0.9
Ar (Caj) 1.00 0.00
Ar2 (Caj) 3.86 0.45 2.00 3.47
Ar3 (Caj) 0.72 2.90 1.00 2.09
Ar4 (Tub) 15.57 2.17 1.00 33.79
Ar5 (Cab) 1.00 0.00
Ar6 (Cab) 1.65 0.95 2.00 3.14
Ar7 (Cab) 0.13 4.74 1.00 0.62
0.30 9.86 1.00 -2.96
Dscto. por TMC 0.64 9.87 1.00 -6.28
278+239.21 TMC 0.9
Ar (Caj) 1.00 0.00
Ar2 (Caj) 5.15 0.45 2.00 4.64
Ar3 (Caj) 0.24 2.90 1.00 0.70
Ar4 (Tub) 14.64 2.19 1.00 32.06
Ar5 (Cab) 1.00 0.00
Ar6 (Cab) 1.65 0.95 2.00 3.14
Ar7 (Cab) 0.14 4.74 1.00 0.66
0.30 9.05 1.00 -2.72
Dscto. por TMC 0.64 9.06 1.00 -5.76
278+499.13 TMC 0.9
Ar (Caj) 1.00 0.00
Ar2 (Caj) 3.86 0.45 2.00 3.47
Ar3 (Caj) 0.43 2.90 1.00 1.25
Ar4 (Tub) 17.45 2.18 1.00 38.04
Ar5 (Cab) 1.00 0.00
Ar6 (Cab) 1.65 0.95 2.00 3.14
Ar7 (Cab) 0.14 4.74 1.00 0.66
Dscto. por Grava Arenosa
Dscto. por Grava Arenosa
Dscto. por Grava Arenosa
Dscto. por Grava Arenosa
Dscto. por Grava Arenosa
Dscto. por Grava Arenosa
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278+499.13 TMC 0.9
0.30 10.67 1.00 -3.20
Dscto. por TMC 0.64 10.68 1.00 -6.79
279+138.95 TMC 0.9
Ar (Caj) 1.00 0.00
Ar2 (Caj) 3.86 0.45 2.00 3.47
Ar3 (Caj) 0.32 2.90 1.00 0.93
Ar4 (Tub) 15.63 2.18 1.00 34.07
Ar5 (Cab) 1.00 0.00
Ar6 (Cab) 1.65 0.95 2.00 3.14
Ar7 (Cab) 0.14 4.74 1.00 0.66
0.30 9.86 1.00 -2.96
Dscto. por TMC 0.64 9.87 1.00 -6.28
279+855.43 TMC 1.5
Ar (Caj) 1.00 0.00
Ar2 (Caj) 2.00 0.00
Ar3 (Caj) 1.00 0.00
Ar4 (Tub) 23.13 2.89 1.00 66.85
Ar5 (Cab) 1.00 0.00
Ar6 (Cab) 4.05 0.95 2.00 7.69
Ar7 (Cab) 0.14 6.43 1.00 0.90
0.39 10.45 1.00 -4.08
Dscto. por TMC 1.77 10.46 1.00 -18.48
280+024.26 TMC 1.2
Ar (Caj) 1.00 0.00
Ar2 (Caj) 4.50 0.45 2.00 4.05
Ar3 (Caj) 0.33 3.20 1.00 1.06
Ar4 (Tub) 18.78 2.53 1.00 47.51
Ar5 (Cab) 1.00 0.00
Ar6 (Cab) 2.23 0.95 2.00 4.24
Ar7 (Cab) 0.14 5.47 1.00 0.77
0.34 9.86 1.00 -3.35
Dscto. por TMC 1.13 9.87 1.00 -11.16
280+712.64 TMC 0.9
Ar (Caj) 1.00 0.00
Ar2 (Caj) 5.15 0.45 2.00 4.64
Ar3 (Caj) 0.24 2.90 1.00 0.70
Ar4 (Tub) 14.67 2.20 1.00 32.27
Ar5 (Cab) 1.00 0.00
Ar6 (Cab) 1.65 0.95 2.00 3.14
Ar7 (Cab) 0.14 4.74 1.00 0.66
0.30 9.05 1.00 -2.72
Dscto. por TMC 0.64 9.06 1.00 -5.76
281+200.75 TMC 0.9
Ar (Caj) 1.00 0.00
Ar2 (Caj) 3.86 0.45 2.00 3.47
Ar3 (Caj) 0.35 2.90 1.00 1.02
Ar4 (Tub) 15.48 2.16 1.00 33.44
Ar5 (Cab) 1.00 0.00
Ar6 (Cab) 1.65 0.95 2.00 3.14
Ar7 (Cab) 0.14 4.74 1.00 0.66
0.30 9.86 1.00 -2.96
Dscto. por TMC 0.64 9.87 1.00 -6.28
281+960.00 TMC 0.9
Ar (Caj) 1.00 0.00
Ar2 (Caj) 3.86 0.45 2.00 3.47
Ar3 (Caj) 0.25 2.90 1.00 0.73
Ar4 (Tub) 14.39 2.15 1.00 30.94
Ar5 (Cab) 1.00 0.00
Ar6 (Cab) 1.65 0.95 2.00 3.14
Ar7 (Cab) 0.14 4.74 1.00 0.66
Dscto. por Grava Arenosa
Dscto. por Grava Arenosa
Dscto. por Grava Arenosa
Dscto. por Grava Arenosa
Dscto. por Grava Arenosa
Dscto. por Grava Arenosa
![Page 18: Planilla de Metrados Alcantarillas Exc. Rell.tmc REV. FINAL](https://reader033.vdocuments.pub/reader033/viewer/2022050904/54787156b4af9fb9208b45da/html5/thumbnails/18.jpg)
281+960.00 TMC 0.9
0.30 9.86 1.00 -2.96
Dscto. por TMC 0.64 9.87 1.00 -6.28
282+560.51 TMC 1.2
Ar (Caj) 1.00 0.00
Ar2 (Caj) 2.00 0.00
Ar3 (Caj) 1.00 0.00
Ar4 (Tub) 24.05 2.58 1.00 62.05
Ar5 (Cab) 1.00 0.00
Ar6 (Cab) 2.23 0.95 2.00 4.24
Ar7 (Cab) 0.14 5.47 1.00 0.77
0.34 10.94 1.00 -3.72
Dscto. por TMC 1.13 10.94 1.00 -12.37
283+088.20 TMC 0.9
Ar (Caj) 1.00 0.00
Ar2 (Caj) 3.86 0.45 2.00 3.47
Ar3 (Caj) 0.18 2.90 1.00 0.52
Ar4 (Tub) 20.81 2.21 1.00 45.99
Ar5 (Cab) 1.00 0.00
Ar6 (Cab) 1.65 0.95 2.00 3.14
Ar7 (Cab) 0.14 4.74 1.00 0.66
0.30 11.48 1.00 -3.44
Dscto. por TMC 0.64 11.49 1.00 -7.31
283+332.00 TMC 0.9
Ar (Caj) 1.00 0.00
Ar2 (Caj) 5.13 0.45 2.00 4.62
Ar3 (Caj) 0.24 2.90 1.00 0.70
Ar4 (Tub) 18.57 2.19 1.00 40.67
Ar5 (Cab) 1.00 0.00
Ar6 (Cab) 1.65 0.95 2.00 3.14
Ar7 (Cab) 0.14 4.74 1.00 0.66
0.30 10.66 1.00 -3.20
Dscto. por TMC 0.64 10.68 1.00 -6.79
TMC 0.9
Ar (Caj) 1.00 0.00
Ar2 (Caj) 2.00 0.00
Ar3 (Caj) 1.00 0.00
Ar4 (Tub) 1.00 0.00
Ar5 (Cab) 1.00 0.00
Ar6 (Cab) 2.00 0.00
Ar7 (Cab) 1.00 0.00
0.30 1.00 0.00
Dscto. por TMC 0.64 1.00 0.00
TOTAL
Dscto. por Grava Arenosa
Dscto. por Grava Arenosa
Dscto. por Grava Arenosa
Dscto. por Grava Arenosa
Dscto. por Grava Arenosa
![Page 19: Planilla de Metrados Alcantarillas Exc. Rell.tmc REV. FINAL](https://reader033.vdocuments.pub/reader033/viewer/2022050904/54787156b4af9fb9208b45da/html5/thumbnails/19.jpg)
METRADO
VOLUMEN VOL TOTAL
PARCIAL
4.51
4.34
0.00
78.65 79.58
0.00
7.48
2.31
-3.90
-13.80
0.00
0.00
0.00
117.56 98.46
0.00
7.69
2.65
-5.02
-24.42
6.11
4.19
0.00
94.49 97.64
6.27
4.62
0.00
-4.18
-13.87
0.00
6.18
1.97
86.26 85.34
0.00
6.18
1.97
-3.98
-13.23
0.00
4.92
23.63
96.12 111.67
m3
![Page 20: Planilla de Metrados Alcantarillas Exc. Rell.tmc REV. FINAL](https://reader033.vdocuments.pub/reader033/viewer/2022050904/54787156b4af9fb9208b45da/html5/thumbnails/20.jpg)
0.00
7.69
2.31
-4.16
-18.86
0.00
4.34
2.21
91.67 88.27
0.00
6.18
1.97
-4.18
-13.91
0.00
4.34
3.07
78.59 78.59
0.00
7.48
1.97
-3.90
-12.95
0.00
4.34
3.07
75.08 74.92
0.00
6.18
1.97
-3.63
-12.08
0.00
3.74
2.00
49.24 50.11
0.00
3.89
1.23
-3.20
-6.79
0.00
3.75
2.00
60.78
0.00 59.88
5.24
0.38
-3.93
-8.34
0.00
4.34
4.19
89.67 88.24
0.00
![Page 21: Planilla de Metrados Alcantarillas Exc. Rell.tmc REV. FINAL](https://reader033.vdocuments.pub/reader033/viewer/2022050904/54787156b4af9fb9208b45da/html5/thumbnails/21.jpg)
6.18
0.77
-3.90
-12.99
0.00
4.34
4.19
45.53
0.00 44.79
4.37
0.88
-3.35
-11.16
0.00
4.34
3.07
58.42
0.00 55.87
6.18
0.77
-3.90
-12.99
0.00
4.34
3.07
58.60
0.00 56.05
6.18
0.77
-3.90
-12.99
0.00
5.38
5.60
53.53
0.00 56.95
6.18
0.77
-3.35
-11.15
0.00
5.28
0.66
38.89
0.00 40.59
5.28
0.66
-3.27
-6.93
0.00
0.00
0.00
65.07 57.60
0.00
6.23
![Page 22: Planilla de Metrados Alcantarillas Exc. Rell.tmc REV. FINAL](https://reader033.vdocuments.pub/reader033/viewer/2022050904/54787156b4af9fb9208b45da/html5/thumbnails/22.jpg)
0.77
-3.34
-11.13
0.00
4.05
3.07
52.02
0.00 50.37
6.18
0.77
-3.63
-12.08
0.00
4.05
3.07
53.19
0.00 51.54
6.18
0.77
-3.63
-12.08
0.00
3.47
2.87
36.54
0.00 35.88
3.14
0.62
-3.44
-7.31
0.00
6.18
0.77
54.46
0.00 52.32
6.18
0.77
-3.70
-12.32
0.00
4.83
4.03
32.29
0.00 36.42
3.14
0.62
-2.72
-5.76
0.00
5.13
4.55
33.68
0.00 38.69
3.14
0.66
![Page 23: Planilla de Metrados Alcantarillas Exc. Rell.tmc REV. FINAL](https://reader033.vdocuments.pub/reader033/viewer/2022050904/54787156b4af9fb9208b45da/html5/thumbnails/23.jpg)
-2.72
-5.76
0.00
3.47
2.00
39.18
0.00 40.60
5.28
0.66
-3.20
-6.79
0.00
5.33
5.47
43.77
0.00 48.19
6.18
0.77
-3.08
-10.25
0.00
3.47
2.00
39.18
0.00 40.60
5.28
0.66
-3.20
-6.79
0.00
4.05
1.82
50.01
0.00 48.31
6.18
0.77
-3.35
-11.16
0.00
3.47
2.00
32.64
0.00 32.67
3.14
0.66
-2.96
-6.28
0.00
4.05
4.19
46.87
0.00 45.55
4.24
0.71
![Page 24: Planilla de Metrados Alcantarillas Exc. Rell.tmc REV. FINAL](https://reader033.vdocuments.pub/reader033/viewer/2022050904/54787156b4af9fb9208b45da/html5/thumbnails/24.jpg)
-3.35
-11.16
0.00
4.37
0.88
68.59
0.00 60.68
4.37
0.88
-4.25
-14.15
0.00
3.47
2.87
30.02
0.00 30.93
3.14
0.66
-2.96
-6.28
0.00
4.44
1.83
37.23
0.00 38.06
3.14
0.66
-2.95
-6.28
0.00
4.64
1.22
45.54
0.00 43.07
4.24
0.77
-3.08
-10.25
0.00
3.47
2.09
44.73
0.00 43.34
3.14
0.66
-3.44
-7.31
0.00
3.47
1.25
33.74
0.00 33.03
3.14
0.66
![Page 25: Planilla de Metrados Alcantarillas Exc. Rell.tmc REV. FINAL](https://reader033.vdocuments.pub/reader033/viewer/2022050904/54787156b4af9fb9208b45da/html5/thumbnails/25.jpg)
-2.96
-6.28
0.00
3.47
2.09
36.46
0.00 36.59
3.14
0.66
-2.96
-6.28
0.00
4.05
4.19
57.32
0.00 54.86
4.24
0.77
-3.63
-12.08
0.00
4.05
4.19
68.08
0.00 64.43
4.24
0.77
-3.90
-12.99
0.00
3.14
0.66
36.53
0.00 34.69
3.14
0.66
-3.02
-6.41
0.00
4.05
4.19
53.75
0.00 51.29
4.24
0.77
-3.63
-12.08
0.00
3.47
2.87
39.36
0.00 39.54
3.17
0.66
![Page 26: Planilla de Metrados Alcantarillas Exc. Rell.tmc REV. FINAL](https://reader033.vdocuments.pub/reader033/viewer/2022050904/54787156b4af9fb9208b45da/html5/thumbnails/26.jpg)
-3.20
-6.79
0.00
3.47
2.87
36.87
0.00 37.02
3.14
0.66
-3.20
-6.79
0.00
3.47
2.00
43.53
0.00 42.81
3.14
0.66
-3.20
-6.79
0.00
4.05
4.19
54.93
0.00 52.47
4.24
0.77
-3.63
-12.08
0.00
4.05
4.22
44.13
0.00 42.89
4.24
0.77
-3.35
-11.16
0.00
3.47
2.87
38.17
0.00 38.32
3.14
0.66
-3.20
-6.79
0.00
4.05
0.67
50.22
0.00 46.02
4.83
0.77
![Page 27: Planilla de Metrados Alcantarillas Exc. Rell.tmc REV. FINAL](https://reader033.vdocuments.pub/reader033/viewer/2022050904/54787156b4af9fb9208b45da/html5/thumbnails/27.jpg)
-3.35
-11.16
0.00
6.52
0.00
81.12
0.00 75.16
6.52
0.00
-4.22
-14.77
0.00
3.47
2.09
32.95
0.00 31.65
3.14
0.00
-3.20
-6.79
0.00
3.47
2.87
33.57
0.00 34.48
3.14
0.66
-2.96
-6.28
0.00
3.47
2.09
33.79
0.00 33.86
3.14
0.62
-2.96
-6.28
0.00
4.64
0.70
32.06
0.00 32.71
3.14
0.66
-2.72
-5.76
0.00
3.47
1.25
38.04
0.00 36.57
3.14
0.66
![Page 28: Planilla de Metrados Alcantarillas Exc. Rell.tmc REV. FINAL](https://reader033.vdocuments.pub/reader033/viewer/2022050904/54787156b4af9fb9208b45da/html5/thumbnails/28.jpg)
-3.20
-6.79
0.00
3.47
0.93
34.07
0.00 33.04
3.14
0.66
-2.96
-6.28
0.00
0.00
0.00
66.85
0.00 52.88
7.69
0.90
-4.08
-18.48
0.00
4.05
1.06
47.51
0.00 43.11
4.24
0.77
-3.35
-11.16
0.00
4.64
0.70
32.27
0.00 32.92
3.14
0.66
-2.72
-5.76
0.00
3.47
1.02
33.44
0.00 32.49
3.14
0.66
-2.96
-6.28
0.00
3.47
0.73
30.94
0.00 29.70
3.14
0.66
![Page 29: Planilla de Metrados Alcantarillas Exc. Rell.tmc REV. FINAL](https://reader033.vdocuments.pub/reader033/viewer/2022050904/54787156b4af9fb9208b45da/html5/thumbnails/29.jpg)
-2.96
-6.28
0.00
0.00
0.00
62.05
0.00 50.96
4.24
0.77
-3.72
-12.37
0.00
3.47
0.52
45.99
0.00 43.03
3.14
0.66
-3.44
-7.31
0.00
4.62
0.70
40.67
0.00 39.79
3.14
0.66
-3.20
-6.79
0.00
0.00
0.00
0.00
0.00 0.00
0.00
0.00
0.00
0.00
TOTAL 2,610.89
![Page 30: Planilla de Metrados Alcantarillas Exc. Rell.tmc REV. FINAL](https://reader033.vdocuments.pub/reader033/viewer/2022050904/54787156b4af9fb9208b45da/html5/thumbnails/30.jpg)
METRADOS
06.00 OBRAS DE ARTE Y DRENAJE
A) CABEZAL DE ENTRADA Tipo TMC φ 36"
DATOS :Longitud de pantalla (d1) = 1.47 m
Longitud de ala (d2) = 1.58 maltura menor (h1) = 0.60 maltura mayor (h2) = 1.20 m
altura de llave (h3) = 0.55 mespesor de muros (e1) = 0.20 mespesor de muros (e1') = 0.25 m
espesor de losa (e2) = 0.25 mbase de la llave = 0.30 m
0.90 mLongitud de llave (d3) = 3.42 m
Longitud de pantalla (d4) = 1.30 mLongitud de ala (d5) = 1.50 mLong Posterior (d6) = 0.50 mLong Posterio (d7) = 0.80 m
Long Posterior (d8) = 1.30 mrecub. ciment.= 0.075
recub. elev.= 0.05
06.07 Concreto f'c = 210 Kg/cm2 para estructuras
DescripciónLongitud Base
(m) (m)
Llave (uña) 3.42 0.30Losa de cimentación 2.36 1.06
1.05 0.501.39 0.251.54 0.20
Pantalla 1.39 0.25Alas 1.54 0.20Tubería área = 0.64
TOTAL
Encofrado y desencofrado de cimentaciones
DescripciónLongitud Alt. ó esp.
(m) (m)
Llave 3.42 0.550.30 0.55
Losa de cimentación 2.01 0.25
ALCANTARILLA TMC φ 36
Diámetro de la TMC (f) =
![Page 31: Planilla de Metrados Alcantarillas Exc. Rell.tmc REV. FINAL](https://reader033.vdocuments.pub/reader033/viewer/2022050904/54787156b4af9fb9208b45da/html5/thumbnails/31.jpg)
TOTAL
Encofrado y desencofrado de elevaciones
DescripciónLongitud Alt. ó esp.
(m) (m)
Alas 1.58 1.151.50 1.150.85 0.20
Pantalla 1.47 1.451.30 1.45
tubería área = 0.64TOTAL
METRADO TOTAL DE ENCOFRADO
Avance Del Mes (Encofrado y Desencofrado)Avance Del Mes (Concreto Alero)
![Page 32: Planilla de Metrados Alcantarillas Exc. Rell.tmc REV. FINAL](https://reader033.vdocuments.pub/reader033/viewer/2022050904/54787156b4af9fb9208b45da/html5/thumbnails/32.jpg)
METRADOS
Alt. ó esp. Cantidad Volumen
(m)
0.55 1 0.560.25 1 0.630.25 2 0.260.25 1 0.090.25 2 0.151.20 1 0.420.90 2 0.550.25 -1 -0.16
TOTAL 2.50
Cantidad Area
1 1.882 0.332 1.00
ALCANTARILLA TMC φ 36"
(m3)
(m2)
![Page 33: Planilla de Metrados Alcantarillas Exc. Rell.tmc REV. FINAL](https://reader033.vdocuments.pub/reader033/viewer/2022050904/54787156b4af9fb9208b45da/html5/thumbnails/33.jpg)
TOTAL 3.2
Cantidad Area
2 3.632 3.452 0.341 2.131 1.89-2 -1.27
TOTAL 10.2
METRADO TOTAL DE ENCOFRADO 13.4
Avance Del Mes (Encofrado y Desencofrado) 10.20 m2Avance Del Mes (Concreto Alero) 0.80 m2
(m2)
![Page 34: Planilla de Metrados Alcantarillas Exc. Rell.tmc REV. FINAL](https://reader033.vdocuments.pub/reader033/viewer/2022050904/54787156b4af9fb9208b45da/html5/thumbnails/34.jpg)
DETALLE DE METRADO DE ACERO ESTRUCTURA DE SALIDA
11
21
LONGITUD DE EMPLAMESǾ 3/8" 0.40 mǾ 1/2" 0.50 mǾ 5/8" 0.75 mǾ 3/4" 0.90 m
31
41
51
41
51
61
71
81
91
1031
1131
1231
1331
1431
1531
![Page 35: Planilla de Metrados Alcantarillas Exc. Rell.tmc REV. FINAL](https://reader033.vdocuments.pub/reader033/viewer/2022050904/54787156b4af9fb9208b45da/html5/thumbnails/35.jpg)
DETALLE DE METRADO DE ACERO ESTRUCTURA DE ENTRADA
11
21
LONGITUD DE EMPLAMESǾ 3/8" 0.40 mǾ 1/2" 0.50 mǾ 5/8" 0.75 mǾ 3/4" 0.90 m
31
41
51
61
71
81
91
1031
1131
1231
![Page 36: Planilla de Metrados Alcantarillas Exc. Rell.tmc REV. FINAL](https://reader033.vdocuments.pub/reader033/viewer/2022050904/54787156b4af9fb9208b45da/html5/thumbnails/36.jpg)
CABEZAL Diametro del aceroDescripción Longitud # Veces 3/8" 1/2" 5/8" 3/4"
1/2"@ 0.20 12.64 2 25.28
5/8"@ 0.20 12.24 2 24.48
3/8"@ 0.25 6.21 4 24.84
5/8"@ 0.25 4.72 2 9.44
3/8"@ 0.20 0.90 24 21.60
3/8"@ 0.20 16.24 2 32.48
3/8"@ 0.20 13.26 2 26.52
1/2"@ 0.20 5.41 2 10.82
1/2"@ 0.20 2.92 2 5.84
3/8"@ 0.20 1.10 8 8.80
3/8" 1.20 6 7.20
1/2"@ 0.25 2.80 15 42.00
1/2" 3.32 6 19.92
1/2"@0.20 2.79 2 5.58
1/2" 2.83 2 5.65Longitud Total = 121.44 115.09 33.92 0.00
# Varillas en Cabezal Alc 36" = 14.00 13.00 4.00 0.00Cantidad Total de Acero en Kg. = 70.56 115.83 55.80 0.00 242.19
Avance Del Mes Acero Alero
Longitud Total = 46.44 41.94# Varillas en Cabezal Alc 48" = 6.00 5.00 0.00 0.00
Cantidad Total de Acero en Kg. = 30.24 44.55 0.00 0.00 74.79
ALC φ36"
11
21
331
431
531
631
731
931
831
1031
11
12
13
14
15
![Page 37: Planilla de Metrados Alcantarillas Exc. Rell.tmc REV. FINAL](https://reader033.vdocuments.pub/reader033/viewer/2022050904/54787156b4af9fb9208b45da/html5/thumbnails/37.jpg)
CAJATOMA Diametro del aceroDescripción Longitud # Veces 3/8" 1/2" 5/8" 3/4"
3/8"@ 0.20 4.32 11 47.52
3/8"@ 0.20 1.90 22 41.80
3/8"@ 0.20 1.41 11 15.51
3/8"@ 0.20 1.80 11 19.80
Contabilizado3/8"@ 0.20 1.90 12 22.80
3/8"@ 0.20 5.09 11 55.99
3/8"@ 0.20 4.81 7 33.67
3/8"@ 0.20 3.62 7 25.34
3/8"@ 0.20 3.62 7 25.34
3/8"@ 0.20 2.15 18 38.70
3/8"@ 0.20 2.15 18 38.70
5/8" 2.83 2 5.65Longitud Total = 365.17 0.00 5.65 0.00
# Varillas en Cabezal Alc 36" = 41.00 0.00 1.00 0.00Cantidad Total de Acero en Kg. = 206.64 0.00 13.95 0.00 220.59
Acero Total 462.78 KgAvance Del Mes (Acero Alero) 74.79 Kg
ALC φ36"
11
21
331
431
531
631
731
931
831
1031
11
12
![Page 38: Planilla de Metrados Alcantarillas Exc. Rell.tmc REV. FINAL](https://reader033.vdocuments.pub/reader033/viewer/2022050904/54787156b4af9fb9208b45da/html5/thumbnails/38.jpg)
METRADOS
06.00 OBRAS DE ARTE Y DRENAJE
A) CABEZAL DE ENTRADA Tipo TMC φ 48"
DATOS :Longitud de pantalla (d1) = 1.77 m
Longitud de ala (d2) = 1.89 maltura menor (h1) = 0.70 maltura mayor (h2) = 1.50 m
altura de llave (h3) = 0.55 mespesor de muros (e1) = 0.20 mespesor de muros (e1') = 0.25 m
espesor de losa (e2) = 0.25 mbase de la llave = 0.30 m
1.20 mLongitud de llave (d3) = 4.15 m
Longitud de pantalla (d4) = 1.60 mLongitud de ala (d5) = 1.80 mLong Posterior (d6) = 0.50 mLong Posterio (d7) = 1.10 m
Long Posterior (d8) = 1.60 mrecub. ciment.= 0.075
recub. elev.= 0.05
06.07 Concreto f'c = 210 Kg/cm2 para estructuras
DescripciónLongitud Base Alt. ó esp.
(m) (m) (m)
Llave (uña) 4.15 0.30 0.55Losa de cimentación 2.88 1.28 0.25
1.35 0.50 0.251.69 0.25 0.251.85 0.20 0.25
Pantalla 1.69 0.25 1.50Alas 1.85 0.20 1.10Tubería área = 1.13 0.25
TOTAL
Encofrado y desencofrado de cimentaciones
DescripciónLongitud Alt. ó esp. Cantidad
(m) (m)
Llave 4.15 0.55 10.30 0.55 2
Losa de cimentación 2.31 0.25 2
ALCANTARILLA TMC φ 48"
Diámetro de la TMC (f) =
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TOTAL
Encofrado y desencofrado de elevaciones
DescripciónLongitud Alt. ó esp. Cantidad
(m) (m)
Alas 1.89 1.35 21.80 1.35 20.95 0.20 2
Pantalla 1.77 1.75 11.60 1.75 1
tubería área = 1.13 -2TOTAL
METRADO TOTAL DE ENCOFRADO
Avance Del Mes (Encofrado y Desencofrado)Avance Del Mes (Concreto Alero)
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METRADOS
Cantidad Volumen
1 0.681 0.922 0.341 0.112 0.181 0.632 0.81-1 -0.28
TOTAL 3.40
Area
2.280.331.15
(m3)
(m2)
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3.8
Area
5.104.860.383.102.80-2.2614.0
17.8
14.00 m21.17 m2
(m2)
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DETALLE DE METRADO DE ACERO
11
21
LONGITUD DE EMPLAMESǾ 3/8" 0.40 mǾ 1/2" 0.50 mǾ 5/8" 0.75 mǾ 3/4" 0.90 m
31
41
51
41
51
61
71
81
91
1031
1131
1231
1331
1431
1531
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DETALLE DE METRADO DE ACERO ESTRUCTURA DE ENTRADA
11
21
LONGITUD DE EMPLAMESǾ 3/8" 0.40 mǾ 1/2" 0.50 mǾ 5/8" 0.75 mǾ 3/4" 0.90 m
31
41
51
61
71
81
91
1031
1131
1231
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CABEZAL Diametro del aceroDescripción Longitud # Veces 3/8" 1/2" 5/8" 3/4"
1/2"@ 0.20 18.82 2 37.64
5/8"@ 0.20 17.62 2 35.24
3/8"@ 0.25 9.11 4 36.44
5/8"@ 0.25 5.75 2 11.50
3/8"@ 0.20 0.90 26 23.40
3/8"@ 0.20 21.70 2 43.40
3/8"@ 0.20 16.17 2 32.34
1/2"@ 0.20 7.04 2 14.08
1/2"@ 0.20 4.18 2 8.36
3/8"@ 0.20 1.06 9 9.54
3/8" 1.50 6 9.00
1/2"@ 0.25 2.80 17 47.60
1/2" 4.05 6 24.30
1/2"@0.20 3.69 2 7.38
1/2" 3.77 2 7.54Longitud Total = 154.12 146.90 46.74 0.00
# Varillas en Cabezal Alc 48" = 18.00 17.00 6.00 0.00Cantidad Total de Acero en Kg. = 90.72 151.47 83.70 0.00 325.89
Avance Del Mes Acero Alero
Longitud Total = 59.84 60.08# Varillas en Cabezal Alc 48" = 7.00 7.00 0.00 0.00
Cantidad Total de Acero en Kg. = 35.28 62.37 0.00 0.00 97.65
ALC φ48"
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21
331
431
531
631
731
931
831
1031
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12
13
14
15
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CAJATOMA Diametro del aceroDescripción Longitud # Veces 3/8" 1/2" 5/8" 3/4"
3/8"@ 0.20 4.94 12 59.28
3/8"@ 0.20 2.20 24 52.80
3/8"@ 0.20 1.41 12 16.92
3/8"@ 0.20 1.80 12 21.60
3/8"@ 0.20 2.20 12 26.40
3/8"@ 0.20 5.09 12 61.08
3/8"@ 0.20 5.20 7 36.40
3/8"@ 0.20 4.18 7 29.26
3/8"@ 0.20 4.18 7 29.26
3/8"@ 0.20 2.15 20 43.00
3/8"@ 0.20 2.15 20 43.00
5/8" 3.77 2 7.54Longitud Total = 419.00 0.00 7.54 0.00
# Varillas en Cabezal Alc 48" = 47.00 0.00 1.00 0.00Cantidad Total de Acero en Kg. = 236.88 0.00 13.95 0.00 250.83
Acero Total 576.72 KgAvance Del Mes (Acero Alero) 97.65 Kg
ALC φ48"
11
21
331
431
531
631
731
931
831
1031
11
12