Procurement Of Soil Investigation-Comprehensive Wks To Arrest And Stop Sliding /Sinking Of The Hillside And Also To Avoid Damages To Existing Infrastructure, Bldgs And Roads In Gen Area Of Military Hospital, Mes Power Power House, Map Quarters, Klp Of Asc

Tender Notice

23634961
Procurement Of Soil Investigation-Comprehensive Wks To Arrest And Stop Sliding /Sinking Of The Hillside And Also To Avoid Damages To Existing Infrastructure, Bldgs And Roads In Gen Area Of Military Hospital, Mes Power Power House, Map Quarters, Klp Of Asc
Indian
Sikkim
27-02-2020
28-02-2020

Tender Details

Procurement Of Soil Investigation-Comprehensive wks to arrest and stop sliding /sinking of the hillside and also to avoid damages to existing infrastructure, bldgs and roads in Gen Area of Military Hospital, MES Power Power House, MAP Quarters, KLP of ASC Bn & Pro Unit and Pet PI ASC in New Mil Stn Gangtok.

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Name of Work: Comprehensive wks to arrest and stop sliding /sinking of the hillside and also to avoid damages to existing infrastructure, bldgs and roads in Gen Area of Military Hospital, MES Power Power House, MAP Quarters, KLP of ASC Bn & Pro Unit and Pet PI ASC in New Mil Stn Gangtok.
Sl. No. Item Description Item Code / Make Quantity Units
1 1.01 Soil investigation work including couduct of standard penetration test up to depth 10M or Refusal (N=50)whichever comes earlier. Collection of samples at different depths for field and lab test including (a) Index properties of Soil (b) Direct shear test (c) Tri-axial shear test (d) Consolidation test (e) Field Density (f) Liquid limit (g) Plastic limit (h) Specific Gravity and others (j) Relative density as per soil condition (k) Determination of ground water table (l) Settlement analysis, Determination of bearing capacity of soil at foundation level and submission of Investigation report with recommendations. BI01010001010000000000000515BI0100001114 20 Bore Hole
2 1.02 Conducting plate load test as per IS 1888-1982 by bearing plate size (30cm x 30cm) and thickness 25mm to determine the bearing capacity of soil foundation depth. BI01010001010000000000000515BI0100001115 5 PLT
3 1.03 Slope stability analysis on both the up and downhill sides of the concerned area including vetting by Govt Engineering College/University to suggest location of required retaining walls including location & design of stom water drain. 1 Each Job
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