Our Nationwide Ground Projects
GROUND IMPROVEMENT SOLUTIONS
About Our Company
A Brief Story About The Company
Hyundai Nishat Motor Projects
Hyundai Nishat Motor Pvt. Limited Ground Improvement for HNMPL Hostel Complex Faisalabad Hyundai Nishat Motor Pvt. Limited Strength Comparison EXISITNG IMPROVED 70 kPa 150 kPa The Bearing Capacity achieved was approximately 114% more than existing strength after Ground Improvement using Vibro replacement via Stone columns INCREASE 2.14x
INDUS HOME PROJECT’S
INDUS HOME LIMITED Ground Improvement for G+4 Storey Indus Home Stitching Apparel Building, 2.5 Km Off Manga Raiwind Road, Lahore_ Indus Home Limited Strength Comparison EXISITNG IMPROVED 60 kPa 200 kPa The Bearing Capacity achieved was 233.3% more than existing strength after Ground Improvement using Vibro replacement via Stone columns
Apical Oil Terminal Projects
Apical Oil Terminal (Pvt.) Ltd Ground Improvement for Expansion of Apical Edible Oil Tank Terminal, Port Qasim, Karachi Strength Comparison EXISITNG IMPROVED 135 kPa 200 kPa The Bearing Capacity achieved was approximately 48.1% more than existing strength after Ground Improvement using Vibro replacement via Stone columns INCREASE 1.48x
HYUNDAI NISHAT PROJECT’S
Hyundai Nishat Motor Pvt. Limited Ground Improvement for Mill Building, HNMPL Faisalabad – Hyundai Nishat Motor Pvt. Limited Strength Comparison EXISITNG IMPROVED 70 kPa 150 kPa The Bearing Capacity achieved was approximately 114% more than existing strength after Ground Improvement using Vibro replacement via Stone columns INCREASE 2.14x
MAPAK Edible Oils
MAPAK Edible Oils Ground Improvement for Grain Storage Silo in Port Qasim, Karachi in Grain Storage Silo of MAPAK Edible Oils Strength Comparison EXISITNG IMPROVED 70 kPa 150 kPa The Bearing Capacity achieved was approximately 114% more than existing strength after Ground Improvement using Vibro replacement via 403 Stone columns
Bulk Management Project’s
Bulk Management (Pvt.) Limited Ground Improvement for Warehouse in Port Qasim of Bulk Management Pvt Ltd. Strength Comparison EXISITNG IMPROVED 55 kPa 120 kPa The Bearing Capacity achieved was approximately 118% more than existing strength after Ground Improvement using Vibro replacement via 716 Stone columns with a 2.2 improvement factor
IFFCO Pakistan Project’s
IFFCO Pakistan (Pvt.) Ltd. Ground Improvement at Port Qasim Project for IFFCO Pakistan Pvt. Ltd. Strength Comparison EXISITNG IMPROVED 50 kPa 200 kPa Improvement of soil through vibrorcompaction covering area of 35000sqm. Soil will sustain 5000ton capacity tank with diameter of 52m which is now constructed. INCREASE 3.0x
SIUT SUKKUR
SIUT SUKKUR Ground Improvement work for Oncology complex at SIUT Sukkur Strength Comparison EXISITNG IMPROVED 40 kPa 120 kPa The Bearing Capacity achieved was approximately 118% more than existing strength after Ground Improvement using Vibro replacement via 716 Stone columns with a 2.2 improvement factor INCREASE 2.18x
The Mangroove, Korangi creek
The Mangroove, Korangi creek Ground Improvement work for THE MANGROOVES, KORANGI CREEK, KARACHI Strength Comparison EXISITNG IMPROVED 60 kPa 200 kPa Improvement of soil through vibroreplacement using 609 stone columns at up to 14.0 m depth. INCREASE 3.0x
Pakistan refinery limited
pakistan refinery limited Ground Improvement work at tank 56, PRL oil storage terminal, Kemari, Karachi. Strength Comparison EXISITNG IMPROVED 50 kPa 200 kPa The Bearing Capacity achieved was approximately 114% more than existing strength after Ground Improvement using Vibro replacement via 403 Stone columns with a 2.2 improvement factor INCREASE
DOlphin plaza, sukkur
DOlphin plaza, sukkur Ground Improvement work for DOLPHIN PLAZA, SUKKUR Strength Comparison EXISITNG IMPROVED 50 kPa 250 kPa The Bearing Capacity achieved was approximately 114% more than existing strength after Ground Improvement using Vibro replacement via 403 Stone columns with a 2.2 improvement factor INCREASE 2.14x
Sindh Mass Transit Authority
Sindh Mass Transit Authority Ground Improvement work at BRT Yellowline Bus Depot-II, near Indus Hospital, Korangi, Karachi. Strength Comparison EXISITNG IMPROVED 50 kPa 120 kPa The Bearing Capacity achieved was approximately 114% more than existing strength after Ground Improvement using Vibro replacement via 403 Stone columns with a 2.2 improvement