50Th Anniversary…
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50th Anniversary… COMPANY PROFILE (Rev.17-Apr 2017) • sheet 1 of 31 I. BRIEF HISTORY GEOTECHNICS PHILIPPINES, INCORPORATED, was founded and organized on October 04, 1966 and registered with the Securities and Exchange Commission on October 18 of the same year. It is composed of a group of professionals, each respected in their own fields of endeavor. It’s preliminary goal was to provide geotechnical consulting services and carry a general contracting business in all kinds of construction, mining, manufacturing and infrastructure activities. With the purpose of providing technological assistance to the ever-increasing needs of the industrialization of the country, the company has expanded its services in Geotechnical Engineering and it has gained the statue as one of the leading corporations in its field. From a meager capital of Php250,000.00, it is now operating on a capital base of Php20M. ACCREDITATION AND MEMBERSHIP • Philippine Constructors Association (PCA member) • PCAB - General Engineering B CIAP - Dept. of Trade and Industry (DTI) • Accredited testing laboratory - Bureau of Research and Standard (DPWH) • Accredited Driller - National Water Resources Board (NWRB) • Council of Engineering Consultants of the Philippines – (CECOPHIL)-Member II. VISION STATEMENT To meet global standards and provide technological innovation for premium value geotechnical services and reliable results. Maintain the safety/quality requirements and continuous recognition. MISSION STATEMENT To provide cost effective solutions, safe and timely delivery of service for the satisfaction and needs of the Client. POLICY ON QUALITY The management and staff of GEOTECHNICS PHILIPPINES, INC. (GPI) is committed to satisfy customer satisfaction of packaging accurate test reports with an assured level of quality. By virtue of accreditation to the quality system based on the requirements of the International Standard (ISO/IEC 17025) – General requirements for the competence of calibration and testing laboratories, the following shall be complied: • The quality and reliability of our reports • A philosophy of continuous improvement will be adopted by all employees so that the Quality system will be a continuously evolving program. • Education and training of all employees are purposively to understand company policy will be achieved through induction and structured training programs. The attainment of these quality goals requires strong and responsive management and a concerted effort of all employees. COMPANY PROFILE (Rev.17-Apr 2017) • sheet 2 of 31 III. CORPORATE DIRECTORS Ricardo A. Tabujara III - Chairman of the Board Alexis A. Acacio - President Diosdado A. Ureña - EVP/General Manager Virgilio Santos - Director Felisberto GL Reyes - Director IV. PERMANENT CONSULTING & OPERATING OFFICERS Salvador F. Reyes - M.S. PhD. Soil & Rock Mechanics (University of Illinois) B.S.C.E. (University of the Philippines) Certificate in Highway Traffic (Yale University) Benjamin R. Buensuceso - PhD. Geotechnical Engineering (Asian Institute of Technology) M.S. Geotechnical Engineering (Asian Institute of Technology) B.S.C.E. (University of the Philippines Alexis A. Acacio - PhD. Geotechnical Engineering (University of Tokyo) M.S. Geotechnical Engineering (University of Tokyo) B.S. C.E. (University of the Philippines) Brian B. Tan - M.S. Civil Engineering (Massachusetts Institute of Technology) B.S. C.E. (University of the Philippines) Roy Anthony C. Luna - M.S.C.E. (University of the Philippines) B.S. C.E. (University of the Philippines) Michael Paolo V. Follosco - M.S.C.E. (University of the Philippines) B.S.C.E. (University of the Philippines) Bernardo Barcelona - Doctor of Science in Structural Geology (Tokyo University) Master of Science in Structural Geology (Tokyo University) B.S. Geology (Mapua Institute of Technology) B.S. Mining Engineering (Mapua Institute of Technology) Diosdado A. Ureña - B.S. C.E. (Adamson University) Elmer Z. Valencia - B.S.C.E. (Siliman University) COMPANY PROFILE (Rev.17-Apr 2017) • sheet 3 of 31 OUR SERVICES: Geotechnical Engineering/Soil Exploration • Standard Penetration Test and Split-Barrel Sampling of Soils • Thin Walled Tube Sampling • Diamond Core Drilling • Auger Boring • Cone Penetration Test Bearing Test Soils in-place • Bearing Capacity of Soil for Static Load on spread footings • Repetitive static plate load tests of soils and flexible pavement components For use in evaluation and design of airport and highway pavement • Menard Pressure meter Construction Control Tests • Density and unit weight of soil in-place by Sand-Cone Method • Bearing Ratio of Laboratory • Determination of water (moisture content) of soil by the Direct Heating Method • Determination of water (moisture) content of soil by the Microwave Oven Method Pile Tests • Piles under static axial compressive load • High strain dynamic testing of Pile Dynamic Analyzer (PDA) • Low strain dynamic testing of Pile Integrity Tester (PIT) • Static Load Tests on Piles • Sonic Logging on Bored Piles Geophysical Tests • Seismic Refraction Survey • Ground Penetrating Radar Survey • Geo Resistivity Survey COMPANY PROFILE (Rev.17-Apr 2017) • sheet 4 of 31 LIST OF EQUIPMENT Maximum Depth Equipment Name Type / Brand Size of Penetration Qty (m) A. FIELD EQUIPMENT DRILLING RIG Bundok Drilling Hydraulic Feed Big 50~300 1-unit Christensen Hydraulic Feed Big 50~300 1-unit Crawler 1, 2, 3 & 4 Hydraulic Feed Big 50~300 4-units Long Year 38 & 44 Hydraulic Feed Big 50~300 2-units Tone TGM Hydraulic Feed Big 50~300 1-unit Tone TBM 1 & 2 Hydraulic Feed Big 50~300 2-units Toho 1, 4 & 5 Hydraulic Feed Big 50~300 3-units YBM-3 Hydraulic Feed Big 50~300 1-unit KOKEN RK 1 & 2 Hydraulic Feed Big 50~300 2-units GY - 150 Hydraulic Feed Medium 45~230 1-unit Bell Machine 1 & 2 Hydraulic Feed Medium 30~50 2-units Tone THS 5-1 & 5-2 Hydraulic Feed Medium 30~50 2-units Tone FFC Hydraulic Feed Medium 30~50 1-unit Toho 2, 3, 6, 7, 8, 9, 10 Hydraulic Feed Medium 30~50 7-units YBM-1 , 4, 5, 6, 7 Hydraulic Feed Medium 30~50 5-units KOKEN OP 2, 3, 4 & 5 Hydraulic Feed Medium 30~50 4-units KSK OP 2 Hydraulic Feed Medium 30~50 1-unit KSK small 1, 2 & 3 Hydraulic Feed Small 20~30 3-units Sander 2, 3, 4, 5 & 6 Hydraulic Feed Small 15~30 5-units Acker Ace Hydraulic Feed Small 30~50 1-unit Sander 1 Manual Feed Small 10~25 1-unit Total 49-units SPECIAL TEST Type / Brand Size Qty CPT machine Hydraulic Feed Big 60 1unit Discharge Pressure DRILLING PUMP Size Capacity Qty (psi) (gpm) MG 25 Pump Big 330 2500 1-unit Tone NAS Big 330 2500 2-units SG-75mk III Big 27 4351 1-unit Bean Royal 535 Medium 65 1000 14-units FMC 535 Medium 65 1000 1-unit Koken MG-10 Medium 23 1000 2-units Bean Royal 555 Medium 65 1000 1-unit BW 250 mud Pump Small - 4351 1-unit Toho BG-15 Medium 240 1500 1-unit Toho BG-10 Medium 198 1300 3-units FMC 520 Small 42 600 1-unit KSK MG-10 Big 42 1000 1-unit Bean Royal 520 Small 42 600 12-units YBM Single Piston Small 18 285 2-units Myers Pump Small 48 800 2-units BW 120 Pump Small 32 175 1-unit Dewatering Pump Small - - 1-unit Total 47-units COMPANY PROFILE (Rev.17-Apr 2017) • sheet 5 of 31 Geotechnical Engineering/Soil Exploration G.I. Tayabasan River Water YBM rig for Walvis Bay Project, Supply – Tayabasan Rizal Namibia Africa Geotechnical Investigation for CEMEX Cement Plant Project - Novaliches - Balara Cebu COMPANY PROFILE (Rev.17-Apr 2017) • sheet 6 of 31 RIGS LONG YEAR 44 RIG CRAWLER 3 RIG TOHO 4 RIG KOKEN OP RIG KOKEN RK RIG GY – 150 RIG TOHO 9 RIG TONE TBM RIG YBM RIG KSK SMALL RIG CRAWLER 4 RIG ROTARY DRILLING / CRAWLER CRANE COMPANY PROFILE (Rev.17-Apr 2017) • sheet 7 of 31 SOIL NAILING / GROUTING P aram eters of D rill R ig K Y 100J Feature : KY100J Rock rigidity F=6-20 Dia.of hole 80-105M O ptium drilling depth 25M -180M W orking pressure 5-12bar 3 Air consumption =10mm /m in R otation speed 0-65rpm Torque 983N. M Lift power 15KN Dimensions 4100*2030*2020 Weight 3100KG D rive system YC2108 Engine 33KW M otor D rilling C om m ponents(potion) 1.Ham mer CW 930 2.Rod Φ 60*2200m m 3.Bit 90m m Recommonded compressor LGCY-12/10 A ir com pressor L G C Y -12/10 Capacity m3 /m in (cfm ) 12(424) Pressure bar (psig) 10(145) Compression Stage single Diesel Engine Engine M odel No. YC6B 150Z-K20 R ated pow er (K W /H P) 110/150 Rated RPM (r/min) 1800 Unload RPM (r/min) 1400 Dimensions(mm) 3970*1940*2350 Weight (KW) 2380 COMPANY PROFILE (Rev.17-Apr 2017) • sheet 8 of 31 Similar Project for Grouting / Slope Stability Project PROJECT NAME LOCATION CLIENT Drilling & Grouting for San Gabrielv CCPP Sta. Rita,Batangas Sta.Elena Construction and Development Corp Soil Improvement/Stabilization of Proposed Lbp Tarlac Office Tarlac City LBP Resources Ground Improvements by Cement Injection for 4-Storey Rectory Prop. Naga II – Grouting Naga, Cebu I.C.C. / FILSYSTEM Prop. Slope Stabilization Subic Naval Base D.M. CONSUNJI, INC Proposed Slope Stabilization Bo. Ugong, Pasig City UNION AJINOMOTO, INC Slope Stability Project Staff House – CITIBANK Baguio City CITIBANK Slope Stability Project Staff House – Procter & Gamble Baguio City PROCTER & GAMBLE PHILS. Inc Proposed Slope Stabilization Project Pasig City ASB REALTY CORP. Drilling & Grouting San Agustin Church Intramuros, Manila MR. VIRGILIO SANTOS Drilling & Grouting Work Cubao, QC FILSYSTEM INC. Drilling & Grouting Work – UCBP Project Valero St. Salcedo Vill., FILSYSTEM INC. Makati City Drilling & Grouting Works & Geophysical Survey Masinloc, Zambales MITSUBISHI CORPORATION The Monte Real Project Slope Stability Study Part I Brgy. Langub, Davao City ALSONS DEV.