Military Engineer Services Tender
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Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2023_MES_605255_2Bid Award Id
ViewTender No
3015/A/EP/03/E3Tender Authority
Military Engineer Services ViewPurchaser Address
-Website
http://http://mes.gov.in/
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Documents
BOQ Items
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(a) 150 mm diameter bore holes Depth Eight Mtr as per IS specification.
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1.5m
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Every page of the Soil Investigation Report should have the Name of the Job for which Soil Investigation is being carried out. In case of multiple sites of a single Job are being investigated name of each site be put on each page of report pertaining to the site.
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(b) Collection of disturbed and undisturbedsoil sample at interval of 1.00 mtr or at change of strata or as per relevant IS Code.
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The SBC of the soil is required to be given as per following table. Calculation of bearing capacity will be governed generally as IS 8009 (Pt-I)-1976, IS 2720 (Pt-II)-1980, IS 6403-1981, IS 1904-1986 & IS 1080-1985 and other relevant IS codes and detailed calculations duly showing the various soil parameters/ indices shall be given in the Soil Report:-
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(iii) Natural moisture content.
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(c) Conduction lab test on disturbed soil samples as considered necessary according to relevant specification of IS 2720:-
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(ix) Consolidation test (Compressed index value).
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Photographic record of geo-explorations as well as testing shall also form part of the report.
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To carryout the test to ascertain soil profiles/ proportion to determine safe baring capacity complete with field and lab investigation according to relevant specifications of IS 2131, IS 6403, IS 1498, IS 2720.
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(i) Sieve analysis.
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Conduct of soil investigation for following:
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(i) Maximum and minimum levels of Ground Water in the area with source of information
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(xi) Harmful salts (complete investigation as already ref.)
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(i) For Soil Investigation = One Nos boreholes.
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(iii) Natural moisture content.
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(i) Sleve analysis & Grain size distribution by sieve analysis & hydrometer test.
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All pages of the Soil Investigation Report shall be serially numbered, stamped and signed by the Agency carrying out the Soil Investigation. Report should be scrutinized by GE & CWE for correctness & endorsed.
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(ii) Atterberg limits.
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(v) Bulk density/Dry density.
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(viii)Organic matter in soil if any.
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(x) Triaxial compression test and deternination of shear parameters (c & ϕ test) as per relevant IS.
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(ii) Atterberg Limits.
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1m
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1.2mx1.2m 1.5mx1.5m 2.0mx2.0m 2.5mx2.5m
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With every site's Soil Investigation Report, a detailed site plan showing the approx Location of each bore duly numbered as per log of bore hole should be enclosed. Location of foundation of adjacent structures especially those that might be impacted by the proposed construction.
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Depth of SAFE BEARING CAPACITY OF SOIL IN T/M2 FOR FOOTING SIZES Remarks foundation
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(e) Ground Water Table:-
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(ii) Ground Water Table during the investigation.
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(ii)For CBR value= NIL Nos places.
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(iv) Particle size analysis test.
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(d) Conduction lab test on disturbed soil samples as considered necessary according to relevant specification of IS 2720 and detailed result showing all relevant calculations, inferences, indices and parameters shall be given in the soil report:-
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(vii) Free swell index and swelling properties of soil.
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In case of underground buildings/basement construction, or if requirement of temporary/permanent deep excavation support measures during construction of building are envisaged necessary, excavation support measures to be given by the consultant based on geotechnical investigation.
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Determination of K-value (Soil subgrade modulus) of soil at various depth (as above) in field as relevant IS Code.
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Transportation charges including loading and unloading of heavy girders, T & P technician etc complete from laboratory to work site and back shall be deemed included in rates quoted by bidders.
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SOIL INVESTIGATION FOR PROVN OF TRANSFORMER AND SUB STATION FOR HT SUPPLY BY MES AT IOCL PREMISES FOR UPCOMING HRS.
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2.0m
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(v) Bulk density.
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(iv) Particle size analysis test.
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2.5m
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The GE shall intimate the approximate type of construction, utilization and dimensions of proposed building to the consultant, who based on Geotechnical investigations should recommend type of foundation (viz isolated/ combined footing, raft, pile etc.)
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