Military Engineer Services Tender
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Military Engineer Services - MES Tender
Civil And Construction
Road Construction
Eprocure
Opening Date24 Jun 2024
Closing Date20 Jul 2024
Tender Amount₹ 5,00,000
Costs
EMD
₹ 10,000Document Cost
₹ 500Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_MES_661569_1Bid Award Id
ViewTender No
8973/E8Tender Authority
Military Engineer Services ViewPurchaser Address
-Website
http://http://mes.gov.in/
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Documents
BOQ Items
M & L for boring 150 mm diameter bore holes to any depth through any type of soil strata complete as specified and directed.
14
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M & L for boring 150 mm diameter bore holes to any depth through soft rock strata complete as specified and directed.
4
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M & L for boring 150 mm diameter bore holes to any depth through hard rock strata complete as specified and directed.
2
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Carrying out standard penetration test (SPT) as per IS 2131 including collection of disturbed soil sample in bore holes at every 1.00 metre depth or at any change of strata and submission of report with all requisite data complete as specified and directed.
20
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Collection of undisturbed soil sample at 3.00 metres interval or at any change of strata in 150 mm bore thin wall tube of strata including waxing sealing packing transporting to the lab complete as specified. .
6
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Conducting necessary tests on all collection of DS / UDS / SPT sample which includes the determination of :- (i) Shrinkage Limit (ii) Atterberg Limits (iii) Natural moisture content (iv) Wet and dry density (v) Particle size (soil grain size / hydrometer analysis) (vi) Consolidation test (vii) Tri-axial shear test (viii) Specific gravity (ix) Direct shear test (x) Permeability test (xi) Testing of water sample (sulphates, chlorides & pH) - 2 Sample (xii) Free swell index (xiii) Crushing strength of rock sample
2
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Compilation of data and preparation and submission of vetted report as per PS Clause 5.14.2 in 06 copies containing NSBC, SBC, Settlement test results, graphs, charts, calculations etc and recommendation for foundation with supporting design details complete as specified and directed.
2
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Conducting trail pit of size (1.2x1.2 m) upto 3.0 mtr depth for collecting of 03 Nos of UDS sample collection and including the following tests of sample complete as specified and directed. (i) Atterberg Limits (ii) Natural moisture content (iii) Wet and dry density (iv) Particle size (soil grain size / hydrometer analysis) (v) Tri-axial shear test or Direct shear test (vi) Specific gravity (vii) Free swell index
2
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Conducting California Bearing Ratio (CBR) test (Soaked and un-soaked) complete as specified and directed.
2
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