Bids Are Invited For Soil Investigation Job Should Be Carried Out As Per Boq Specification Ser No 1 , Job Should Be Carried Out As Per Boq Specification Ser No 2 , Job Should Be Carried Out As Per Boq Specification Ser No 3 , Job Should Be Carried Out As , delhi-Delhi

Bids Are Invited For Soil Investigation Job Should Be Carried Out As Per Boq Specification Ser No 1 , Job Should Be Carried Out As Per Boq Specification Ser No 2 , Job Should Be Carried Out As Per Boq Specification Ser No 3 , Job Should Be Carried Out As Per Boq Specification Ser No 4 , Job Should Be Carried Out As Per Boq Specification Ser No 5 - M&L for carrying out the lab test/ filed test for soil investigation work as under submitting the report in triplicate complete bounded in hard copy as well in CD as soft copy displaying CA No I Job No and name of work (Job No W-2126: Provn of KLP for 261 Arty Bde & 02 x Arty Regt at OD Shakurbasti (PH-I of three phases) under GE (North) Delhi Gantt , M&L for carrying out the lab test/ filed test for soil investigation work as under Each 31 submitting the report in triplicate complete bounded in hard copy as well in CD as soft copy displaying CA No/Job No and name of work:- (a) Soil investigation report as IZ-1982, IS-2131 , IS-2132, IS-1888, IS-2730 and SP-36 containing the following details:- (i) Bore holes showing complete soil profile upto 10m depth or upto depth where in value reaches 50. The reduced levels (RL) of location of BH may also be included in the soil. (ii) SPT value at every 0.5m interval. (iii) Grain size distribution and analysis. (iv) Soil characteristics. (v) Value of cohesion and angle of internal friction. (vi) Depth of water table (Max and Min) (vii) Depth of expansive soil and properties such as swelling pressure. (viii) Recommendation for type of foundation. (ix) Recommendation SBC at depth intervals of 0.5m. (x) Recommendation regarding filling under floor. (xi) Chemical analysis of soil recommendation and type of cement of be used for RCC footings. (xii) The soil investing or must be carried out at the exact location of structure. Since there are fixed distance between various structures of range, it us recommended that complete layout be marked on found and thereafter the bore hole locations be decided to ensure that testing is carried out exactly at the locations of the structures. This is desirable since shifting of site of individual structure alone is not possible during execution due to fixed distance between structures. Layout plan of bore holes for baffle range is enclosed (as Sketch A) Optimum Moisture content value via means of proctor test (Arg of 05 location in the area) Bore hole location duly marked over topographical maps (05 x copies) 05 x hard copy of bore log data and other relevant details Report duly vetted by IIT/ NIT with calculation sheet also vetted attached with report. Note: Cost for layout deemed to be included and no additional cost thereof will be admissible on account thereof. Total Quantity : 47

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