Military Engineer Services Tender
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Military Engineer Services - MES Tender
Civil Works Others
Eprocure
Opening Date2 Dec 2020
Closing Date30 Dec 2020
Tender AmountRefer Documents
Costs
EMD
₹ 5,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2020_MES_399733_1Bid Award Id
ViewTender No
30003/q/02/e3Tender Authority
Military Engineer Services ViewPurchaser Address
-Website
http://http://mes.gov.in/
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Documents
BOQ Items
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(ix) Crushing strength of rock samples - 01 Job. (x) Free soil index. -01 Job. (xi) Grain size analysis, identification and classification of soil type / soft rock and hard rock -01 Job. (xii) Unit weight, natural moisture content, liquid limit, plastic limit, shrinkage limit, plsticity index, specific gravity.Recommendation for possibility of liquification of soil will also be submitted - 01 Job. (xiii) Free swelling index & swelling pressure if expansive soil is encountered - 01 Job. (xiv) Depth of water table below ground level - 01 Job. (xv) Presence of loose soil, if any and its depth - 01 Job. (xvi) Permeability test - 01 Job. (xvii) SPT shall be done at 1.5m interval. Carrying out Standard Penetration Test (SPT) including collection of disturbed soil samples in bore holes at every 1.5 m depth interval or any change of strata and submit the report with all requisite - 01 Job. (xviii) If weak soil with lesser N value as specified in table -1 of IS 1893 (part I) 2016 is encountered then evaluation of liquefaction
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potential shall be assessed and remedial actions to be adopted shall be specified - 01 Job. (xix) One test of K value - 01 Job. (xx) Crushing strength degree of weathering (CR value) and ROD of rock - 01 Job. (xxi) For open foundations, calculation of Net SBC at 1.5m,2.0m,2.5m,3.0m from shear as well as settlement criteria. SBC value shall be calculated based on C-Phi analysis as well as SPT value. For calculation formulae given in IS:6403 shall be used - 01 Job. (xxii) If pile foundations are required then depth and type of piles shall be mentined and pile capacity in compression, uplift and lateral loads shall be given for 300, 400, 450, 500 dia for under reamed piles and 450, 500, 550 and 600mm dia for long piles -01 Job. (xxiii) Recommendation regarding type of foundation to be adopted and net SBC / pile capacities to be adopted. Also recommendations shall be given regarding stability of soil and soil stabilization required if any Repon on settelement criteria of soil will be submitted -01 Job. (xxiv) Recommendations regarding type of cement and reenforcement to be used in ibid work - 01 Job. (xxv) Classification of soil as per IS Code - 01 Job. (xxvi) Final report for above tests & test result will be submitted in four sets -01 Job
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Total of Schedule 'A'
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