Madhya Pradesh Metro Rail Corporation Limited Tender

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Madhya Pradesh Metro Rail Corporation Limited Tender

Works
Civil And Construction
Consultancy Services
Civil And Architectural Services
Eprocure
Opening Date6 May 2023
Closing Date29 May 2023
Tender Amount₹ 1,68,00,000 
Notes
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Costs

Summary

Detailed Geotechnical Investigation Study

Description

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BOQ Items

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Backfilling of bore holes from bottom to top immediately after completion of work or as per Engineer’s instruction with cement grout

2280

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In situ Tests in Soil

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Constant/Falling head permeability tests

76

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Collecting soil samples for chemical analysis at soil/ soil & rock interface

76

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Collecting water samples for chemical analysis

76

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Preparing sample by mixing the soil / crushed rock from 03 boreholes of each underground station

2

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Lab Tests for Soils Conducting various Laboratory tests on soil UDS samples collected every 4 m interval from EGL, at any Laboratory Testing Facility accredited by NABL or any other accreditation body which operates in accordance with ISO/IEC 17011 and accreditation in compliance with ISO/IEC 17025 for testing and calibration scopes, including preparation of soil samples to determine the following properties of soil, all complete as per specifications

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Bulk density, dry density and moisture content

380

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particle size distribution with and without hydrometer grading

380

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Atterberg Limits

380

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Shrink- Swell limits

152

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Specific gravity

380

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Consolidated undrained test with pore pressure measurement triaxial test

76

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Unconsolidated, undrained triaxial test

76

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Consolidation Test

76

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Chemical analysis of soil to determine the, pH, Chloride, Sulphate (From sample prepared at Item No. IN-4)

76

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Chemical analysis of water to determine pH, Chloride, Sulphate and organic matter (From sample prepared at Item No. IN-5)

76

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Field Tests in Rock

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Pressure meter test

70

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Packer test/Lugeon test

70

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Lab Tests in Rock Conducting various Laboratory tests on rock samples at an NABL accredited laboratory including preparation of rock samples to determine the following properties of rock, all complete as per specifications

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Unconfined compressive strength test

950

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Point load index test

950

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Bulk density, dry density and moisture content

950

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Specific gravity, porosity and water absorption test

950

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Brazilian tensile test

420

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Cerchar abrasiveness test

420

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Petrography Test with description of rock (especially bound and unbound quartz content) based on the evaluation of thin petrographic sections with coloured photographs (only for tunnel area)

152

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Crosshole sessmic refraction test / MASW as oer relevant IS code / ASTM code to assess subsurface structure, thickness of layers, velocities of body waves, soil amplification factors (like Vs30) up to a depth of not less than 30 mts below the existing ground level.

4

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Modulus Elastcity of intact Rock

420

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Conducting in situ geophysical testing to determine the subsurface shear wave velocities along the depth not less than 30m from the existing ground level by Cross Hole Seismic Test. Cross Hole Seismic Test shall be performed by 1No of source borehole & 2Nos of receiver boreholes for determining in situ subsurface shear-wave velocity up to a depth not less than 30m from the existing ground level. Location and spacing of boreholes shall be proposed by the contractor for Engineer’s approval prior to the commencement of work.

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