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Tender For Soil Investigation At Af Stn Borjhar, GE (AF) BORJHAR-Assam

Military Engineer Services-MES has published Tender For Soil Investigation At Af Stn Borjhar. Submission Date for this Tender is 13-01-2020. Miscellaneous Fasteners Tenders in GE (AF) BORJHAR Assam. Bidders can get complete Tender details and download the document.




Tender Notice

23152243
Tender For Soil Investigation At Af Stn Borjhar
Open Tender
Indian
Assam
GE (AF) BORJHAR
13-01-2020

Tender Details

Tender For Soil Investigation At Af Stn Borjhar :- ( A ) Soil Investigation Report , Moblisaton Of Equipment And Manpower To Project Site ( 03 Nos Of Bore Hole ) ( B ) Shifting One Hole To Another Borehole ( Vehicle And Labour ) ( C ) Erection Including Dismantling Of Boring Equipment At Specified Locations ( Drilling & Technical Staff With Helper ) ( D ) Boring Through Sand / Clay / Sit / Rocky Soil And Hard Soil Strata & Including Collecting Distrubed Sample At Very 1 . 0M Or Change Of Strata And Collecting Undistrubed Sample At 1 . 5M Or Change Of Strata Including Packing And Handling All Samples Complete As Per Is-2132-1985 Upto 10 . 0M Depth . Under Mentioned Tests Shall Also Be Carried Out . ( E ) Carrying Out Following Laboratroy Test :- ( I ) Grain Size ( Ii ) Specific Gravity ( Iii ) Liquid Limit , Plastic Limit & Plasticity Index ( Iv ) Natural Moisture Content ( V ) Bulk Density And Dry Density ( Vi ) Shear Characteristic Of U / S ( Vii ) Unconfined Compression Test ( Viii ) Consolidation Test ( Ix ) The Report To Include Clarify The Following Parameters :- ( A ) Determination Of Sbc Of Soil ( Whether Effect Of High Water Table Been Considered ) ( B ) Suggested Size And Depth Of Foundation ( C ) Type Of Soil

Key Value

Document Fees
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Tender Value
INR 73500.0 /-

BOQ Items

Name of Work: <SOIL INVESTIGATION AT AF STN BORJHAR..>
Item Description Item Code / Make Quantity Units
1 (A) Soil Investigation report, moblisaton of equipment and manpower to project site (03 Nos of bore hole)\n\n(B) Shifting one hole to another borehole (vehicle and labour) \n(C) Erection including dismantling of boring equipment at specified locations (drilling & technical staff with helper)\n(D) Boring through sand/ clay/ sit / rocky soil and hard soil strata & including collecting distrubed sample at very 1.0m or change of strata and collecting undistrubed sample at 1.5m or change of strata including packing and handling all samples complete as per IS-2132-1985 upto 10.0m depth. Under mentioned tests shall also be carried out.\n(E) Carrying out following laboratroy test :-\n\n(i) Grain Size (ii) Specific gravity (iii) Liquid limit, Plastic limit & Plasticity index (iv) Natural moisture content (v) Bulk density and dry density (vi) Shear characteristic of U/S (vii) Unconfined compression test (viii) consolidation test \n(ix) The report to include clarify the following parameters :- \n\n(a) Determination of SBC of soil (whether effect of high water table been considered)\n(b) Suggested size and depth of foundation\n(c) Type of soil \n Job. 3 Job
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