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| # | Company | Status |
|---|---|---|
| 1 | Admitted-Finance 86 INDUSTRIAL AREA PHASE 1 PANCHKULA HARYANA 134109 | PANCHKULA | HARYANA | 134109 | Admitted-Finance |
| 2 | Admitted-Finance | Admitted-Finance |
| 3 | Admitted-Finance | Admitted-Finance |
| 4 | Admitted-Finance | Admitted-Finance |
| 5 | Not Admitted-Fee/PreQual/Technical | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
Refer Docs
Closing Date
27 May 2021, 6:00 pmClosed
Sh Bharat Lal IDSE EE SG
GE (P) CH Chandimandir
JOB ORDER TO CARRY OUT SOIL INVESTIGATION IN RO CONSTR OF HANGER FOR 661 ARMY AVIATION SQUADRON R AND O AT CHANDIMANDIR FOR HELICOPTER OPERATIONS IN 136 I INF BDE SECTION
2021_MES_442601_1
3009/EQO/01/E3
Open Tender
Consultancy Services
Works
30 days
GE (P) CH Chandimandir
J
4 documents required · 4 mandatory
₹0
Exempted
29 May 2021
13 May 2021
29 May 2021
14 May 2021
27 May 2021
15 May 2021
JOB ORDER TO CARRY OUT SOIL INVESTIGATION IN R/O PROVISION OF CONSTR OF HANGER FOR 661 ARMY SQUADRON (R&O) AT CHANDIMANDIR FOR HELICOPTER OPERATIONS IN 136 (I) INF BDE SECTION
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 & K value, collection of disturbed /undisturbed sample of soil. (ii) SPT value at every 0.50mtr 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 conhesion 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. (viiii) 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 fiiling under floors and filling under protection incl plinth protection. (xii) Chemical anylysis 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 recommedations for safe bearing capacity location of testing capacity, location of testing on site plan shall be included in report.
Research and Engineer Enterprises
National Soil Testing and Research Laboratories
Soigne Engineering Consultants
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