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| Tender ID | 4911895 |
|---|---|
| Organisation Name | Military Engineer Services |
| Tender Brief | Corrigendum : Preliminary Activities In Respect Of Soil Investigation And Topographical Survery For The Work Provn Of Auditorium Hall Of 300 Capacity At 6 Ttr Ponda And Addition And Alteration And Special Repair Of Swimming Pool Atr 3 Mtr Madgaon (goa) |
| Last Date For Submission | 7th Aug, 2026 |
| Opening Date | 14 Aug, 2026 |
| Document Cost | 300.00 |
|---|---|
| EMD | 9500.00 |
| Estimated Cost | 463000.00 |
| City | Panaji |
|---|---|
| State | Goa |
| # | Item | Qty | Units |
|---|---|---|---|
| 1 | Conducting Soil investigation (Bore Holes) as per IS :1892-2021 by manually/calax rotary drilling of 100 mm diameter with casing pipe/bentonite slurry if required for supporting inner collapsible stratum below water table with pot holes/helical auger in any type of soil upto depth required. Conducting standard penetration test (SPT) at regular intervals and submit the the SBC report. Disturbed and undisturbed soil sample to be collected at a sampling interval of 1.00 mtr depths or at change of strata or as per relevant IS Code. | ||
| 2 | Note:- A) The following laboratory test are required to be conducted on disturbed soil and detailed result to be given in tabular form:- (i) Sieve analysis & Grain Size distribution by sieve analysis & hydrometer test. (ii) Atterbergs Limits (iii) Natural Moisture Content test (iv) Particle size analysis test (v) Bulk density/dry density B) The following laboratory test to be conducted on undisturbed soil samples as considered necessary according to relevant specification of IS 2720 and detailed result showing all relevant calculations, inferences, indices and parameters shall be given in the soil report :- (i) Natural Moisture Content test (ii) Bulk density (iii) Specific gravity Test (iv) Free Swell Index Test and swelling properties of soil. (v) Organic matter in soil if any. (vi) Consolidation test (compressed index value) (vii) Triaxial compression test and determination of shear parameters (C & phi) test as per relevant IS. (viii) Harmful salt (complete investigation as already ref). C) Maximum and Minimum levels of Ground Water in the area with source of information and Ground water Table observed during the observation. | ||
| 3 | Bore Hole (BH1) Depth of 10 mtr (For Auditorium - Plinth Area: 940 Sqm, Height: 9.9m) | 1.00 | Each |
| 4 | Bore Hole (BH2) Depth of 10 mtr (For Fire Fighting Pumphouse - Plinth Area: 75 Sqm, Height: 3.35m) | 1.00 | Each |
| 5 | Bore Hole (BH3) Depth of 10 mtr For Substation Bldg - Plinth Area: 34.33 Sqm, Height: 3.2m) | 1.00 | Each |
6 Days Left