Institute Of Genomics And Integrative Biology Tender

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Institute Of Genomics And Integrative Biology - IGIB Tender

Works
Consultancy Services
Eprocure
Opening Date18 Jul 2024
Closing Date29 Jul 2024
Tender Amount₹ 5,72,890 
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BOQ Items

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Half-cell potential testing & analysis: for ascertaining the probability of corrosion of reinforcing steel etc. as per IS: 516 (Part 5/Sec 2)

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Corrosion Analyzer:- Corrosion rate, loss of section size Steel: Identification of deterioration of steel members/joist/piping system of the existing structure by using corrosion analyzer equipment

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Core extraction and testing: extracting the concrete core samples following the codal provisions; and evaluating the properties (fck value, grade of concrete) in the laboratory from the core samples selected. is 456:2000; is 516, is 1199:2002; ASTM C-42, without encountering any steel reinforcement from the rcc members covered under the study at specified locations by site in-charge with portable power driven core cutting equipment. The carbonation depth will be also assessed as per IS: 516 (Part 5/Sec 3).

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Chemical analysis of concrete powder collected from the structure or concrete core sample/ by drilling to understand the deterioration of structure due to chemical attack and its effect on reinforcement corrosion with evaluation of the following parameters. a) Water Soluble Chloride Content % (by of mass of concrete) to check the risk of corrosion due to present chloride % as per IS: 14959 (Part 2)– 2001, B.S. 5328 Part 1, ACI 201.2R-92, BS 1881 Part 124:1988, BS 8110, IS 456:2000 b) pH Value (to check alkalinity of concrete) as per relevant B.S. 5328, ACI 201.2R-92 and ACI-318-99, IS 456:2000, BS 8110 c) Acid Soluble Sulphate Content % (by of mass of cement) to check risk of column buckling (due to volume increment of concrete) as per relevant BS 5328 code, BS 1881 Part 124:1988, BS 8110,IS 456:2000

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RCC Details by hand GPR: RCC details by using hand GPR for measuring the spacing of bar, number of steel bar along with approx. diameter of reinforcement and Preparation of structural detailing for selected scanned RCC sections. Specification and limitation of Rebar locator :- Detection depth up to 200- 300 mm depth (up to 400- 600 mm section thickness if scanned from both side) for multiple layers of reinforcement by using Hand GPR with 10% error in diameter detection.

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Data analysis, investigation and interpretation for the report submission with Interpretation and Recommendation: Preparing and submitting comprehensive report consisting of findings from visual inspection, test data, interpretation of results, conclusions and final recommendations along with sketch indicating the location of the test. Recommendation part does not include the repair scheme/DPR or BOQ related to the project. The data analysis report shall be verified by the CSIR-CBRI.

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BOQ, repairing methodology and retrofitting scheme for structural serviceability and safety, periodic maintenance scheme, futuristic protection of structure including repair drawings etc. The recommendation for structural repair and rehabilitation to the structures shall have detailed technical specifications, materials to be used , vulnerability indices and order of urgency to repair. The BOQ/ DPR shall be as per CPWD latest DSR and specification. The structural drawings with complete RCC details, section sizes and steel percentage by using Profometer or GPR based scanner, it will give detailed cover depth and existing protecting layer of steel rebar, diameter of steel etc. including repair/rehabilitation/ strengthening drawings vetted by the CSIR-CBRI Roorkee

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