Military Engineer Services Tender

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Military Engineer Services - MES Tender

Works
Civil And Construction
Eprocure
Opening Date14 Jun 2018
Closing Date4 Jul 2018
Tender Amount₹ 14,40,000 
This is an estimated amount, exact amount may vary.
Notes
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Costs

Description

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BOQ Items

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Ditto all as above but in any type of rock

56

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Bulk density and moisture content at every 0.5m, 1.5m, 3m, 4.5m intervals or as directed by eng-in-charge.

250

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Sieve analysis of all soil samples

250

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Hydrometer analysis

20

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Liquid limit, Plastic limit & Shrinkage limit

250

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Specific gravity

250

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Swell pressure

150

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Free swell index

150

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Consolidation test

150

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Direct shear test

20

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Triaxial shear test

20

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Standard proctor compaction test

100

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Chemical analysis of water sample

10

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Chemical analysis of soil sample

20

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Triaxial compressive strength tests UU, CD, and CU

20

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Moisture Density relation of Soil

250

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In situ density

250

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Dry Density

250

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Determination of organic material in soil

10

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Determination of chlorides & sulphates in soil

10

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CBR Test

20

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Elastic modulus of soil

10

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Poisson's ratio of soil

10

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Probing shall be done to ascertain rock profile

5

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RQD and rock mass rating

5

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Visual examination

5

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unit weight

5

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water absorpation

5

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Porosity

5

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Petrographic analysis

5

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Compressive strength

5

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Shear strength

5

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Elastic modulus & Poisson's ratio

5

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Preparation of comprehensive soil report including completion of test data and submission of investigation report along with recommendation of SBC value for foundation. Report shall Include the following:- (i) Introduction : (Pl. give description of work) (ii) Field Investigation : (Pl. give Summary of various tests carried out in the field). (iii) Field investigation Photographs : (Please attach Photograph showing the field test in progress along with the concerned technician/Engineer). (iv) Lab Investigation : (Please give summary of various tests carried out in the lab) (v) Location Map : (Please give location map of the area under investigation clearly indicating LONGITUDES (in case of runway/taxiway) or other land marks which can clearly identify the area under investigation. Further the location plan should also indicate test locations viz. boreholes, plate load tests, CBR Test. on a WELL-PROPORTIONATE SCALE). (vi) Longitudinal Section : (Please give Longitudinal section of soil profile passing through various bore holes. The Longitudinal section must indicate RL, water table, soil specification etc. at each borehole). (vii) The soil Profile : (Please give Detailed description of each layer/stratification of soil considering all the bore holes, lab & field test). (viii) Recommendations : (Based on the field and lab investigation the consultant shall give clear cut recommendation for):

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