Military Engineer Services Tender
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Military Engineer Services - MES Tender
Civil And Construction
Consultancy Services
Civil And Architectural Services
Eprocure
Opening Date13 Nov 2024
Closing Date4 Dec 2024
Tender Amount₹ 10,90,000
Costs
EMD
₹ 21,800Document Cost
₹ 500Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_MES_683788_1Tender No
82709Tender Authority
Military Engineer Services ViewPurchaser Address
-Website
http://http://mes.gov.in/
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BOQ Items
Drilling holes in hard rock / fractured rock using hydraulic drilling machine within the borehole for cutting cores in rock and collection of cores of requisite size and length as per relevant IS standards. Drilling shall continue till minimum 5 m into hard rock strata.
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Conduct of following laboratory tests on rock samples / cores collected from boreholes as per relevant Indian Standards [see IS 2720 (all parts) and IS 1498, IS 9143, IS 13030, IS 9221, IS 8764, IS 9179, IS 10050, IS 10082, IS 10782, IS 12508, IS 13047, IS 3025) a) Visual classification b) Density c) Specific gravity d) Hardness; e) Degree of weathering; f) Uniaxial compression test (both saturated and unsaturated) g) Point load strength index; h) RQD (Rock Quality Designation)
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Conduct of following laboratory tests as per relevant Indian Standards (see IS 2720 (all parts), IS 1498 and IS 3025) on soil samples collected: (a) Test on disturbed / undisturbed soil samples:
(i) Visual and engineering classification;
(ii) Sieve analysis and hydrometer analysis;
(iii) Atterberg limits (liquid limit, plastic limit and shrinkage limit);
(iv) Specific gravity (v) Free swell index (b) Tests on undisturbed soil samples: (i) Bulk density and moisture content; (ii) Unconfined compression test (on re-moulded undisturbed sample); (iii) Swelling pressure (On undisturbed and re-moulded sample)
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(iv) Determination of C & Ø values using Direct shear (drained / undrained) (on re-moulded or undisturbed sample) or Triaxial compression tests (on undisturbed or re-moulded sample) or Vane shear test.
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Chemical analysis of ground water sample collected at bottom of one borehole.
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Chemical analysis of soil samples one each from each strata in respect of one borehole. If different strata(s) encountered in any other borehole additional soils samples to be analysed.
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