Yauli Administrative Economic Unit

Technical report preparation for San Cristobal mine mining components adequacy.

Source: Geoservice Ingeniería

Technical report preparation for Carahuacra mine mining components adequacy.

Source: Geoservice Ingeniería

Technical report preparation for Ticlio mine mining components adequacy.

Source: Geoservice Ingeniería

Technical report preparation for Andaychagua mine mining components adequacy.

Source: Geoservice Ingeniería

Supply of 1500 0.75" 2-bodies metal hooks made of corrugated iron to be used at San Cristobal mine.

Source: Fameda y Contratistas Generales

Supply of 400 2-divisions J supports to be used at Ticlio mine.

Source: Fameda y Contratistas Generales

Supply of 500 0.5" 3-bodies metal hooks made of corrugated iron to be used at San Cristobal mine.

Source: Fameda y Contratistas Generales

Supply of 250 0.75" 3-bodies metal hooks made of corrugated iron to be used at San Cristobal mine.

Source: Fameda y Contratistas Generales

Supply of 80 0.75" 3-bodies metal hooks made of corrugated iron to be used at Ticlio mine.

Source: Fameda y Contratistas Generales

Supply of 80 2-divisions J supports to be used at Ticlio mine.

Source: Fameda y Contratistas Generales

Supply of 500 metal-ribbed sheets with dimensions 3mm x 1m x 1.5m to be used in Andaychagua mine.

Source: Fameda y Contratistas Generales

Supply of 500 0.75" 3-bodies metal hooks made of corrugated iron to be used at San Cristobal mine.

Source: Fameda y Contratistas Generales

Supply of 300 2-divisions J supports to be used at Ticlio mine.

Source: Fameda y Contratistas Generales

Supply of 450 3-divisions J supports to be used at Ticlio mine.

Source: Fameda y Contratistas Generales

Construction Quality Assurance service for expansion of Mahr Tunel Tailings Deposition No. 6 (Cota 4,036m) .

The tailings dam No. 6 Mahr Tunel has an elevation approved project to 4,032m. Currently, this dam is located at an elevation of 4,016.6m occupying an area of ​​48,817.8 m2. Whereas the concentrator operation requires a place where to keep depositing tailings being generated, Volcan company has prepared engineering studies required for regrowth of the tailing deposit from the boundary elevation of 4,032 m to 4,036 m.

With this regrowth, the final area occupied by the tailings deposit No. 6 will be 112,335 m2, 0.11 ha bigger than the related tailings dam at an elevation of 4,032 m, which represents 0.92% of the total area of the sludge .

Source: Geoservice Ingeniería

Study of Soil Mec Anica purposes Foundation - Camp Chaquipampa. Huay Huay - Yauli - Junin

Study Geot echnical plant processes Morococha - Yauli - Junin.

Wireless communication system for mine surface and backhaul link in Yauli mining unit .

Source: C2 Mining

Study Geot echnical in carguios Zone - Carahuacra. Yauli - Junin.

Study of Physical Stability for the Regrowth of the sludge Tunnel No. 3 Mahr. Yauli - Junin.

Danger S ísmico Study for St. barbaric Pallanga Carhuacayán Project - Yauli - Junin.

Seismic refraction survey ng, MASW and MAM for Cantera Esperanza tailing 6 Marh Tunnel Yauli - Junin.

Study of Seismic refraction ng, MASW and Mam Foundation for Victoria Staff curve pumping Chumpe Project Yauli - Junin.

Study of Seismic refraction ng, MASW and MAM for Tailings Deposit Chumpe, Yauli - Junin

Wireless interior mine (Underground) Network. (Yauli – San Cristobal, Yauli – Andaychagua, Yauli – Carahuacra).

Source: C2 Mining

Final study of dirt road Pomacocha-Iscopampa located in Yauli, Junin, Peru at an altitude of 4,200 meters above sea level.

Source: Iconeg

Mesh inch 4x4, BWG # 08 (4.20 mm), product presentation in rolls, galvanized wire type, roll mesh dimension 2 x 25 mts.

Source: Mallas Electrosoldadas (Maelsa)

Cisco IP Telephone Network with PTT.