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| # | Company | Status |
|---|---|---|
| 1 | Admitted-Finance | Admitted-Finance |
| 2 | Admitted-Finance 86 INDUSTRIAL AREA PHASE 1 PANCHKULA HARYANA 134109 | PANCHKULA | HARYANA | 134109 | Admitted-Finance |
| 3 | Admitted-Finance 36 RANJEET NAGAR SHAHBAD MARKANDA NH 1 KURUKSHETRA HARYANA 136135 | KURUKSHETRA | HARYANA | 136135 | Admitted-Finance |
| 4 | Admitted-Finance | Admitted-Finance |
Tender Value
₹65,000
Closing Date
4 Jun 2020, 6:00 pmClosed
CWE Chandimandir
HQ CWE Chandimandir
PROVN OF OTM ACCN FOR CWE CHANDIMANDIR AND GE (U) CHANDIMANDIR AT CHANDIMANDIR (SOIL INVESTIGATION)
2020_MES_346374_1
3561/QUO/03/E3
Limited
Consultancy Services
Works
45 days
HQ CWE Chandimandir
as per NIT
3 documents required · 3 mandatory
₹0
Exempted
6 Jun 2020
21 May 2020
6 Jun 2020
21 May 2020
4 Jun 2020
21 May 2020
Determination of safe bearing capacity by conducting SPT. The soil investigation report shall be as per NBC IS-1892,2131,1888, 2720, 1904, 6403, 8009, 1498, 4968 and SP-36 at least by drilling 05 holes containing the following :- (i) Depth of bores upto 10 Mtr or N value reaches 50 whichever is earlier, collection of disturbed/undisturbed sample of soil. (ii). SPT value at every 0.50 Mtr internals and change of strata. (iii) Grain size distribution and analysis. (iv). Atterberg limits. Natural desity, water content specific gravity and triaxial sher. Consolidation tests if clay is met. (v) Value of cohesion and angle of internal friction. (vi) Recommended SBC at different depth of fdn i.e. at 900mm, 1000mm, 1200mm, 1500mm, 1750mm and 2000mm etc. (vii) SBC and its calculation based on 'N' value, shear strength and settlement criteria. (viii) Depth of water table (Maximum and minimum). (ix) Depth of expansive soil and its properties, if any. (x) Recommended for type of fdn for building of tripple storied construction. (xi) Recommendation 'N' for filling under floors and filling under protection incl plinth protection. (xii) Chemical analysis of soil and recommendation and type of cement to be used for RCC fdn. details of soil profile and bore logs. (xiii) Any other recommendations also submission of geotechnical report in triplicate with field and lab tests results recommendations for safe bearing capacity location of testing capacity, location of testing on site plan shall be included in report .
SWASTIK ENGG CONSULTANTS
Rishi Markandeshwar Engineering Consultant
Association of Professionals and Engineering Xperts (APEX)
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