TATA CHEMICALS MAGADI LIMITED (Mining Section) TRONA CRUSHING PLANT AND PREWASH TANK FACILITY PROJECT

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1 1 TATA CHEMICALS MAGADI LIMITED (Mining Section) TRONA CRUSHING PLANT AND PREWASH TANK FACILITY PROJECT RFQ for Geotechnical Investigations and Foundation Recommendations TCML/MS/RFQ1/2017 October P a g e

2 1. PURPOSE: Tata Chemicals Magadi Ltd is Africa s largest producer of soda ash. The company has mining operations located at the heart of Lake Magadi, Kajiado County 120km South of Nairobi. The company is seeking an experienced geotechnical consultancy firm to complete geotechnical site investigations and foundation recommendations for a proposed trona crushing plant and Pre-Wash Tank facility on the surface of the dry soda lake. 1.1 OBJECTIVES: 1) Conduct a geotechnical investigation on the site for the proposed trona crushing plant and prewash tank facility; 2) Complete an assessment of the investigation, including drill hole and geo-physical results, In-situ measurements and laboratory sample analyses from a drilling program; 3) Report on the findings and recommend foundation design criteria to be used in the design development stage of the project. 2 P a g e

3 2. BID SUBMISSION 2.1. GENERAL REQUIREMENTS A. Bidders are expected to submit offers for geotechnical site investigations survey needed for the design of a crushing plant civil foundation. I. A bid inclusive of all costs + VAT including the below but not limited to; a. The geotechnical site investigations/assessment study, relevant geological surveys and reporting. b. Any other necessary statutory approvals required by law for the construction of a trona crushing plant and pre-wash tank facility. c. Any other costs not necessarily mentioned here but to be incurred in successful completion of the geotechnical site investigations/assessment study for the siting of a trona crushing plant and pre-wash tank facility. The Bid documents must be accompanied by the following: - i. Certified copies of Certificates of Registration with Relevant Authorities; ii. Names and contact details of clients for whom works were undertaken; including completion certificates. iii. Major equipment of geotechnical site investigation/assessment study owned; iv. Qualification and experience of Key Personnel; v. Copies of PIN and VAT Registration Certificates; vi. Bidders must show proof of registration with relevant registration bodies including CURRENT license. v. Consultancy methodology and tasks, including work schedule and timelines. B. All prices MUST be quoted in Kenya Shillings and be VALID for 90 days from date of bid submission. C. Successful Bidder MUST mobilize to site within 14 calendar days after notification of Award and signing of Contract for the geotechnical site investigations Evaluation Criteria All tenders are evaluated on the basis of Least Cost Technically Compliant. Proposals will be evaluated to determine the best value offered to the TCML based on the following criteria; i. Quality and clarity of proposal thorough, clearly detailed approach and solution that meet or exceed all requirements and demonstrate a clear understanding of project objectives, desired outcome and vision. ii. Project methodology appropriate processes for tasks outlined. iii. Ability to adhere to the stated project timeline. iv. Corporate profile delivery of successful projects of similar size and nature in the past. v. Team composition consultants have appropriate qualifications and technical experience. vi. Total fees estimated to perform the scope of work. D. Payment terms shall be 100% at submission of the report and other necessary approvals as may be required. 3 P a g e

4 3. TOR FOR GEOTECHNICAL ASSESMENT STUDY 3.1. SCOPE The terms of reference applicable to the geotechnical specialist report for the siting of a double trona crushing plant and pre-wash tank facility will include the following BUT not limited to; i. Conduct geotechnical studies and establish the baseline conditions of the study area which includes; a. Assessment of the underlying bedrock geology b. Assessment of the topographical conditions c. Detailed investigations of the lake basin sediments d. Identification of problem soils/lake sediments e. Identification of potential flaws based on geotechnical considerations f. Assessment of potential geological instability associated with natural lake conditions, lake flooding, drainage and infrastructure development g. Assessment of foundation conditions and consequently recommendations for foundations h. Evaluation of potential construction constraints ii. Compilation of a geotechnical report. iii. Evaluation and assessment of potential impacts. iv. Consultant recommendations. The Consultant is expected to use both primary and secondary data to inform recommendations. Secondary data will involve desk study of available information/data from existing boreholes, drill logs, reports and maps while primary data will be obtained by carrying out geotechnical surveys and investigations within the study area, field measurements and laboratory sample testing. The output of the geotechnical site investigations/assessment study will be a detailed report giving details of the findings and recommendations Survey Approach; i. Detailed desk study; This will involve review of existing data, topographical maps, satellite images, existing studies and other borehole site investigations in the vicinity, geological reports and maps, borehole and surface water records. The acquisition of this data is at the Bidder s cost and obligation. ii. Geological survey and investigations; Detailed reconnaissance survey for the project area, GPS coordinates collection of existing plants and proposed crusher plant, lake water level measurements, conditions of existing mining plants within factory concession relative to the proposed crusher plant facility, surface geological, geo-morphological and structural mapping to identify lithological units and subsurface structures of the investigated area, verification of existing data and findings. It is recommended that survey be conducted at three different locations within the same locality to ensure that optimum location of the crusher plant and the accuracy of geophysical and or geological survey is validated. iii. Geotechnical assessment studies; geophysical measurements (resistivity/ip profiling and vertical electrical sounding (VES/IP), core drilling (through lake sediments), in situ testing, and laboratory lake sediments sample testing to determine allowable load bearing capacities/foundation bearing pressures for design of crusher and wash tank structural foundations. iv. Analysis of geological and geophysical data. v. Compilation, analysis and evaluation of gathered data and information vi. Site identification and selection and technical reporting. 4 P a g e

5 3.3. Crusher Plant Siting i. The trona crushing plant shall be sited based on a combined review of the geological, geotechnical (geophysical and core drilling) or otherwise including additional relevant data analysis. ii. Prior to the detailed ground survey, a review of data by the bidders is required. The Client shall not provide this data but bidders are requested to contact relevant government agencies in geology and public works departments for the desk work information Technical Reporting i. The Field investigation must be undertaken by senior geotechnical/geological specialists with considerable technical experience in geotechnical work. ii. The consultant will be responsible for planning, execution and interpretation of all geophysical data. iii. The report should provide recommendations on technical suitability and recommendation from a geotechnical point of view for design of structural foundations for the trona crushing plant and pre-wash tank facility. iv. Recommendations regarding type and the depth of foundations for the proposed structures and suggested net safe/allowable bearing capacities. v. The recommendations will be made with due consideration to the specific crushing plant and prewash tank facility construction proposed. 5 P a g e

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