| Clave | Descripción | Unidad | Cantidad | Costo | Importe |
| Material | | | | |
| 02-0823-05 | Monten en canal 6" x 6" cal. 6
>>20.2m*17kg/m*1.03desp=353.702kg | kg | 353.702000 | $10.53 | $3,724.48 |
| 02-0823-06 | Monten en canal 10" x 10" cal. 6
>>6.44m*4.25kg/m*1.03desp=28.1911 | kg | 28.191100 | $10.53 | $296.85 |
| 02-0824-00 | Placa de acero de 3/4"
>>0.5m*0.5m*149.38kg/m2*1.03desp*2=76.93kg | kg | 76.930700 | $13.50 | $1,038.56 |
| 02-0825-00 | Birlo de 1" diam. 12" prof. galv. | pza | 12.000000 | $76.91 | $922.92 |
| 02-0815-00 | Estopa | kg | 3.500000 | $28.97 | $101.40 |
| 02-0816-00 | Adelgazador thinner | lt | 20.000000 | $16.00 | $320.00 |
| 02-0817-00 | Primario Anticorrosivo | lt | 1.900000 | $67.00 | $127.30 |
| 02-0093-00 | Soldadura E-7018 | kg | 8.000000 | $46.33 | $370.64 |
| 02-0810-00 | Scotch lite grado ingenieria blanco | m2 | 2.250000 | $207.45 | $466.76 |
| 02-0821-00 | Bajo alfombra poli-pad | m2 | 0.900000 | $6.50 | $5.85 |
| 02-0820-00 | Papel Kraft | kg | 0.300000 | $9.00 | $2.70 |
| 02-0085-01 | Pernos de anclaje de 1 1/2" diam. x 160 cm | pza | 4.000000 | $96.55 | $386.20 |
| Suma de Material | | | | $7,763.67 |
| Mano de Obra | | | | |
| 01-1007-22 | Cuadrilla No. 7: oficial especialista
+ ayudante
>>Procesista
>>Rend=0.6 pza/jor | jor | 1.666700 | $674.55 | $1,124.27 |
| 01-1002-165 | Cuadrilla No. 2: peon + 1/10 cabo
>>Colocacion
>>Rend=0.9 pza/jor | jor | 1.111110 | $265.42 | $294.91 |
| 01-1035-10 | Operario especialista
(soldador de primera)
>>Rend=0.6 pza/jor | jor | 1.666700 | $445.73 | $742.90 |
| Suma de Mano de Obra | | | | $2,162.08 |
| Herramienta | | | | |
| 00-0000-00 | Herramienta menor | (%)mo | 0.030000 | $0.00 | $0.00 |
| Suma de Herramienta | | | | $0.00 |
| Equipo | | | | |
| 03-0140-011 | Compresor de 375 pcm, 122 hpmod. xa 175
atlas copco (chicago pneumatic de 315
pcm 140 HP)
>>PH=1.15 pza/hr | hora | 0.869600 | $169.44 | $147.35 |
| 03-0230-09 | Dobladora y cortadora de lamina y placa
hasta 25mm de espesor Espamex PT 50-50
>>PH=0.87 pza/hr | hora | 1.153800 | $157.72 | $181.98 |
| 03-0231-10 | Taladro electrico manual bosh mod. 1182
>>PH=2.08 pza/hr | hora | 0.480000 | $1.72 | $0.83 |
| 03-0180-12 | Soldadora Lincoln SAE 300 amp. K1277
mot. Perkins 4236, 4 cil., 60 HP, 1600
rpm, (sin operador).
>>PH=0.70 pza/hr | hora | 1.428600 | $63.52 | $90.74 |
| 03-0214-12 | Camioneta Pick-Up Ford F-250 8 cilindros
1.5 ton. 85 HP
>>PH=1.39 pza/hr | hora | 0.719400 | $192.02 | $138.14 |
| Suma de Equipo | | | | $559.03 |
| Auxiliar | | | | |
| 04-0711-11 | Perfil estructural rectangular P.T.R.,
incluye valor de adquisicion, carga +
descarga + acarreo al 1er. km y 9 kms.
subsecuentes.
>>42m*4.54kg/m*1.03desp=196.4004kg | kg | 196.400400 | $11.32 | $2,223.25 |
| 04-0153-04 | Placa de acero A-36; incluye valor de
adquisicion carga + descarga + acarreo
al 1er. km. y 49 kms. subsecuentes.
>>Cartabones. 8pza*0.045m2/pza*99.59kg/m2*
>>*1.03desp=36.928kg | kg | 36.928000 | $13.82 | $510.34 |
| 04-0157-17 | Lamina galvanizada cal. 16; incluye va-
lor de adquisicion carga + descarga +
acarreo al 1er km y 49kms. subsecuentes.
>>11.163m2*12.206kg/m2*1.03desp=140.3432kg | ton | 0.140300 | $16,873.03 | $2,367.29 |
| 04-0106-03 | Concreto f'c=200 kg/cm2 hecho in-situ
agreg. max. 38mm producidos por el
contratista.
>>0.6m*0.6m*2*1.03desp=0.7416 m3 | m3 | 0.741600 | $1,167.55 | $865.86 |
| Suma de Auxiliar | | | | $5,966.74 |
| Costo Directo | | | | $16,451.52 |