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| Tender ID | 4382835 |
|---|---|
| Organisation Name | Military Engineer Services |
| Tender Brief | Corrigendum : Job For Soil Investigation For Widening Of Juliet Link And Allied Works At Af Stn Nal |
| Last Date For Submission | 8th Jun, 2026 |
| Opening Date | 10 Jun, 2026 |
| Document Cost | 0.00 |
|---|---|
| EMD | 0.00 |
| Estimated Cost | 65000.00 |
| City | Bikaner |
|---|---|
| State | Rajasthan |
| # | Item | Qty | Units |
|---|---|---|---|
| 1 | Mobilisation of plants and equipments incl man and materials required at site of soil investigation, setting of boring/drilling/digging as required and demobilisation of plants and equipment on completion of work etc., complete. (which include conveyance of sample collected to testing lab as required for the purpose of testing.) | 1.00 | Each Job |
| 2 | (a) Boring throughout the existing rigid pavement/flexible pavement /sand/clay/silt strata from ground level at 6.0 m depth. (b) Carrying out standard penetration test in bore holes as per IS 21321986. (c) Collection of disturbed samples at every 1.5 mtr or change of strata including packing and handling all complete. (d) Collection of undisturbed samples at every 1.0 mtr or change of strata including packing and handling all complete as perIS 2132-1989 (e) Carrying out Laboratory tests as per relevent IS for:- (i) Grain size (ii) Liquid and plastic limits (iii) Natural moisture content (iv) Specific Gravity (v) Bulk and dry density (vi) Shear characterstics of undisturbed samples using direct shear/triaxial shear test (vii) Unconfined compression test (viii) Consolidation test (f) The report to include clearly the following parameters:- (i) Safe bearing capacity of the soil (ii) Weather effect of high water table been considered or not in working out SBC (iii) Type of soil. | 1.00 | Nos |
| 3 | Conducting necessary test on collected samples which includes the determination of K Value Test as per IS specification. | 1.00 | Nos |
| 4 | Conducting necessary test on collected samples which includes the determination of California Bearing Ratio Test as per IS specification. | 1.00 | Nos |
| 5 | With every soil investigation report, a detailed site plan showing the approx location of each bore duly numbered as per log of bore holes should be enclosed, location of foundation of adjacent structure especially those that might be impacted by the proposed construction shall be shown. |
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