Military Engineer Services Tender

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Military Engineer Services - MES Tender

Works
Civil And Construction
Excavation
Consultancy Services
Civil And Architectural Services
Eprocure
Opening Date24 Dec 2024
Closing Soon21 Jan 2025
Tender Amount₹ 1,70,000 
Notes
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Description

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BOQ Items

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Conducting other relevant field tests.

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Conducting following laboratory tests :-

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SPT value at every 1.0 mtr intervals and change of strata.

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Grain size distribution and analysis

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Soil Characteristics and type of soil as soft/medium/hard soil as per seismic load calculation (IS 1893-2010)

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Value of cohesion and angle of internal friction

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Recommended SBC at different of foundation separately for the portions with and without basement.

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SBC and its calculation based on ‘N’ value, shear strength and settlement criteria.

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Depth of water table (maximum and minimum).

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Depth of expansive soil and its properties, if any.

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Recommendation for type of foundation incl special structure.

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Recommendation for filling under floors and filling under protection including plinth protection.

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Chemical analysis of soil and recommendation and type of cement to be used for RCC foundation.

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Details of soil profile and bore logs.

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K-value of soil 0.5 m depth required in case of swimming pool/ UG water retaining structure.

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Modulus of sub grade reaction.

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Colour of photographs on A4 size photo paper of the site with the locations of the boreholes duly flagged should be submitted. The photographs should also be preferably including any reference structure and the identification of the same be marked.

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A CD containing vide evidence of the depth of each bore hole and machinery delayed, at site location.

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Any other recommendation.

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Submission of soil investigation report in 5 colored copies sets alongwith soft copy in CD.

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Consultant will 'R' distance to be maintain form existing building to proposed building based on geotechnical investigation.

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Carriying out soil investigation(including mobilization of equipment) by the approved consultant of category (K) at work site by drilling bore holes 100mm dia 7.00m depth in any type of soil and 75mm (NX size) in rock, collecting disturbed/ undisturbed soil samples conducting field and laboratory testes as per BIS 1892-1988, BIS 2131-1988 & other latest relevant Indian standards compilation of field and lab test data & test results and submission of detailed soil investigation / Geotechnical report in sixtriplicate IS-1982,2131,2132,1888,2720,1904,6403,8009,1498,4968 and SP- 36 in general and containing the following in particular (Depth of bore holes may be taken 15 mtr or N value reaches 50, whichever is earlier for isolated/ combined/ raft foundations. However depth of bore holes may be taken as 25m for pile foundation. The scope of work comprises of the details mentioned at BOQ Ser No 1.01 to 1.23 same as above :-

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