Military Engineer Services-MES has published Soil Investigation And Survey Of Cm-7 And Cm-8 Sites At 14 Fad Sanctioned Under Job No ( E-1919 ) . Submission Date for this Tender is 26-01-2021. Soil Survey Tenders in Guwahati Assam. Bidders can get complete Tender details and download the document.
| Name of Work : Soil Investigation and survey of CM-7& CM-8 sites at 14 FAD sanctioned under Job No: E-1919 | |||||
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| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Mobilization/Transportation erection and dismantling of all required equipment at proposed sites of 14 FAD including deployment of shifted and suitable for effective soil investigation as directed.\n | 1 | Each Job | |
| 2 | 2 | Carrying out Soil Investigation as per relevant IS codes complete all as specified and directed including the following:- | |||
| 3 | 2.1 | Boring 150mm dia hole upto depth of 12 m at various location as shown at Site by Engineer-in-Charge in any kind of soil but excluding rock, collection of undistrubuted sample at every 1.00m depth. Collection of disturbed sample at suitable depth as required at site. Conducting Standard penetration test as per relevant IS at an interval of 1.50m as under:- | 120 | RM | |
| 4 | 2.2 | Carrying out following laboratory tets on the soil samples as per IS codes:-\n(i) Sieve analysis and Hydrometer tests for identification and clasification of soil based on properties and grain size.\n(ii) Specific gravity of the soil\n(iii) Studies of settlement characteristics of soil based on consolidation tets and liquid and plastic limit.\n(iv) Stratification of soil for entire depth of bore log including ground water table locations and any other properties. Evaluation of shear parameters of undisturbed soil samples by adopting direct shear test.\n(v) Nature moisture content (NMC), Void Ratio and Porosity, Tri-Axial and direct shear test and unconfined compression tets of undisturbed samples and Bulk, submerged and Dry Density of the soil. (vi) Liquefaction potential of the strata to be explored and tabulated. | 10 | Per BH | |
| 5 | 2.3 | Plate load test at appropriate depth to evaluate modulus of sub grade reaction as per relevant IS specification complete all as specified and as directed by Eng-in-Charge\n | 2 | Job | |
| 6 | 2.4 | Compilation of SSI Report as per IS Via Field and Laboratory test result, Preparation of reports, Recommendations for type of foundation, water table with clear unambiguous recommendations for types of foundation for all structures with bearing capacity/pile capacities.\n\nSubmissioof all report booklets 05 (Five copies with CD 01 (One)copy duly indicating the following:-\n\n(i) Evaluation of safe bearing capacity of soil with respect to shear failure test and permissible settlement (Total and differentaial) alongwith recommendation about type of foundation and minimum depth of foundation to be adopted.\n\n(ii) Specific sugestion if any soil treatment if required below foundation/ groundfloor/Roads and type of treatment to be carried out.\n\n(iii) Bore log diagram duly showing the differents layers of strata met alongwith their depths.\n\n(iv) Photographic record during soil investigation shall be part of report . | 1 | LS |
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